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Project Name: [TITLE]
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Project No.: [####]
Rev 1-16-2024
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER INTERCEPTOR
REHABILITATION
CITY PROJECT NO. WW2302.401
CONSTRUCTION SERVICES AGREEMENT
(CONSTRUCTION MANAGER AT RISK)
__________________________________________________
Daniel Haskins, P.E.
CIP City Engineer
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Project Name: [TITLE]
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Project No.: [####]
Rev 1-16-2024
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER INTERCEPTOR REHABILITATION
CITY PROJECT NO.: WW2302.401
TABLE OF CONTENTS
PARTICIPANTS AND PROJECT .............................................................................. 1
AGREEMENT DOCUMENTS .................................................................................. 3
PRE-CONSTRUCTION SERVICES ........................................................................... 3
CONSTRUCTION SERVICES ................................................................................... 3
CITY RESPONSIBILITIES ........................................................................................ 5
AGREEMENT TIME ................................................................................................ 5
AGREEMENT PRICE ............................................................................................... 8
FORCED LABOR OF ETHNIC UYGHURS PROHIBITED ....................................... 8
EXHIBIT A – PROJECT SPECIFIC SPECIAL PROVISIONS .................................................... SP-1
EXHIBIT B – GENERAL CONDITIONS ................................................................................ GC-1
EXHIBIT C – TECHNICAL SPECIFICATIONS ........................................................................ TS-1
EXHIBIT D – ACCEPTED GMP/PRICE PROPOSAL .......................................................... GMP-1
EXHIBIT E – SUBCONTRACTOR’S LIST FORM ................................................................. SUB-1
EXHIBIT F – GIS / GPS DATA DELIVERY REQUIREMENTS (IF APPLICABLE) .................... GIS-1
EXHIBIT G – SUBCONTRACTOR DOCUMENTS WITH CM@RISK ................................. SUBS-1
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Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
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Project No.: WW2302.401
Rev. 1/16/2024
CONSTRUCTION MANAGER AT RISK
CONSTRUCTION SERVICES AGREEMENT
PROJECT NO.: WW2302.401
This Agreement (the “AGREEMENT”) is made and entered into on the ______day of _______________,
2024, (“Effective Date”) by and between City of Chandler, an Arizona municipal corporation,
hereinafter called “City” and B&F Contracting, Inc., an Arizona corporation, the “Construction
Manager at Risk” or “CM@Risk” designated below (City and CM@Risk may individually be
referred to as “Party” and collectively referred to as “Parties”).
City and CM@Risk agree as follows:
PARTICIPANTS AND PROJECT
CITY:
CIP City Engineer: Daniel Haskins, P.E.
Public Works & Utilities Department
P.O. Box 4008, Mail Stop 407 Chandler, AZ 85244-4008
Phone: 480-782-3335 Email: Daniel.haskins@chandleraz.gov
CITY:
Construction Project Manager: Raymond Potts
Public Works & Utilities Department
P.O. Box 4008, Mail Stop 407 Chandler, AZ 85244-4008
Phone: 480-782-3326 Email: raymond.potts@chandleraz.gov
CM@RISK:
Legal Company Name:
B&F Contracting, Inc.
Mailing Address:
11011 N. 23rd Ave., Phoenix, AZ 85029
Physical Address:
11011 N. 23rd Ave., Phoenix, AZ 85029
Arizona Roc No.:
ROC089744
Federal Tax Id No.:
86-0677300
State Where Organized:
Arizona
Business Organization:
Corporation
Statutory Agent Name:
Bruce Balls
Statutory Agent Mailing Address:
1717 W. Mandalay Ln., Phoenix, AZ 85023
Statutory Agent Physical Address: 1717 W. Mandalay Ln., Phoenix, AZ 85023
CM@Risk’s Authorized Project Representative:
Name:
Kelly Haberly
Title:
Sr. Project Manager
Phone:
623-217-7763
Email:
kelly.haberly@bfcontracting.com
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
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Project No.: WW2302.401
Rev. 1/16/2024
PROJECT DESCRIPTION:
Rehabilitation of 13,000 linear feet of 66-inch diameter sanitary sewer pipe and 22 manholes.
PROJECT LOCATION:
Price Road from just south of the SR-202L to the Ocotillo Water Reclamation Facility (OWRF).
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
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Project No.: WW2302.401
Rev. 1/16/2024
AGREEMENT DOCUMENTS
2.1
AGREEMENT DOCUMENTS
The Agreement between City and CM@Risk will consist of the following Agreement
Documents:
1. This Construction Services Agreement and all of its Exhibits, including Project
Plans and Technical Specifications.
2. General Conditions and General Conditions Appendices, incorporated by
reference.
3. Project Specific Special Provisions as set forth in Exhibit A, incorporated by
reference.
4. Accepted GMP/Price Proposal as set forth in Exhibit D, incorporated by reference.
2.2
In the event of any inconsistency, conflict, or ambiguity between or among the
Agreement Documents, the Agreement Documents will take precedence as described in
Section 14.1.4 of the General Conditions.
2.3
DEFINITIONS
The definitions in Sections 2 and 15 of the General Conditions apply to all the
Agreement Documents, including this Agreement.
PRE-CONSTRUCTION SERVICES
Although CM@Risk has performed Pre-Construction Services pursuant to a separate
Agreement between City and CM@Risk, the completion, quality and accuracy of those services
and the deliverables provided by City thereunder directly impact CM@Risk’s performance of
its obligations under this Agreement. Therefore, all of CM@Risk’s obligations, duties, and
warranties in relation to Pre-Construction Services and deliverables survive completion of the
Pre-Construction Services Agreement and are incorporated herein. Any breach of any of
CM@Risk’s duties, obligations, or warranties under the Pre-Construction Services Agreement
will likewise be considered a breach of this Agreement.
CONSTRUCTION SERVICES
4.1
GENERAL
4.1.1
CM@Risk agrees at its own cost and expense, to do all work necessary and required to
fully, timely and properly complete the construction of the Project in strict accordance
with the Agreement Documents in a good and workmanlike manner, free and clear of
all claims, liens, and charges whatsoever, in the manner and under the conditions
specified, and within the schedule, stated in attached Exhibit A.
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
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Project No.: WW2302.401
Rev. 1/16/2024
4.1.2
CM@Risk must provide all of the labor and materials, and perform the Work in
accordance with Section 4 of the General Conditions. Some, but not all, of the major
components of the Construction Services and the corresponding subsections of Section
4 of the General Conditions are set forth below.
4.1.3
This is an Agreement for complete construction services in accordance with the
Construction Manager at Risk method of delivery of construction services. CM@RISK has
participated in the design process and been an active member of the Project Design
Team and is fully aware of any issues and constraints involved in this Construction
Project.
4.1.4
CM@RISK is the CITY’s fiduciary responsible for undertaking all necessary action
contemplated under the Agreement documents to construct the Project and ensure
timely and quality completion of the Project at a cost within the Guaranteed Maximum
Price (GMP).
4.1.5
At all times relevant to this Agreement and performance of the Work, the CM@Risk must
fully comply with all Laws, Regulations, or Legal Requirements applicable to City, the
Project and the Agreement,
including, without limitation, those set forth on attached
Exhibit A.
4.1.6
CM@Risk must perform the Work under this Agreement using only those firms, team
members and individuals designated by CM@Risk consistent with the Statement of
Qualifications dated June 8, 2023, the GMP Proposal, or otherwise approved by City
pursuant to the General Conditions. No other entities or individuals may be used without
prior approval of the Project Manager
4.1.7
CM@Risk will comply with all terms and conditions of the General Conditions.
4.1.8
In the event of a conflict between this Agreement and the General Conditions or an exhibit
hereto or appendix thereto, the terms of this Agreement will control.
4.1.9
Ownership of Work Product. Notwithstanding anything to the contrary in this
Agreement, all Work Product prepared or otherwise created in connection with the
performance of this Agreement, including the Work, are to be and remain the property
of City. For purposes of this provision, “Work Product” will include all designs, drawings,
plans, specifications, ideas, renderings and other information or matter, in whatever form
created (e.g., electronic or printed) and in all media now known or hereinafter created.
All Work Product will be considered Work Made for Hire as defined in the United States
Copyright Act 17 U.S.C. § 101 (Copyright Act). If for any reason, any such Work is found
not to be a Work Made for Hire, CM@Risk hereby transfers and assigns ownership of the
copyright in such Work to City. The rights in this Section are exclusive to City in perpetuity.
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
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Project No.: WW2302.401
Rev. 1/16/2024
4.2
CM@RISK’S PRE-AGREEMENT AND PRE-WORK DELIVERABLES
4.2.1
The CM@Risk must provide the Deliverables in accordance with Section 4.2 of the
General Conditions.
4.3
PRE-CONSTRUCTION CONFERENCE
Refer to Section 4.3 of the General Conditions.
4.4
PERFORMANCE
OF
THE
WORK
(INCLUDING
FIELD
MEASUREMENTS,
SUBCONTRACTORS, AND SUPPLIERS)
Refer to Section 4.4 of the General Conditions.
4.5
CONTROL OF THE PROJECT SITE
Refer to Section 4.5 of the General Conditions.
4.6
PROJECT SAFETY
Refer to Section 4.6 of the General Conditions.
4.7
MATERIALS QUALITY, SUBSTITUTIONS AND SHOP DRAWINGS
Refer to Section 4.7 of the General Conditions.
4.8
PROJECT RECORD DOCUMENTS
Refer to Section 4.8 of the General Conditions.
4.9
WARRANTY AND CORRECTION OF DEFECTIVE WORK
Refer to Section 4.9 of the General Conditions.
CITY RESPONSIBILITIES
5.1
City will have the responsibilities, and provide the information specified in, and subject
to the conditions set forth in, Section 5 of the General Conditions.
AGREEMENT TIME
6.1
GENERAL
6.1.1
The Agreement Duration is 590 Calendar Days.
6.1.2
The Agreement Time will start with the Notice to Proceed (NTP) and end with Final
Acceptance, as set forth in Article 6.4 below. The Notice to Proceed cannot be issued until
approval and acceptance by City of the GMP or Fixed Price.
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
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Project No.: WW2302.401
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6.1.3
The Agreement Time will be as set forth in the Project Schedule. CM@Risk agrees that
it will commence performance of the Work and complete the Project through Final
Acceptance within the Agreement Time.
6.1.4
Time is of the essence of this Agreement for the Project, and for each phase and
designated Milestone thereof.
6.2
PROJECT SCHEDULE
6.2.1
The Project Schedule approved as part of the GMP Proposal and incorporated herein as
part of the attached Exhibit D must be updated and maintained throughout CM@Risk’s
performance under this Agreement in accordance with Section 6.2 of the General
Conditions.
6.2.2
Failure on the part of CM@Risk to adhere to the approved Project Schedule will be
deemed a material breach and sufficient grounds for termination of this Agreement by
City.
6.2.3
Work must be completed to meet the following milestones after the Notice to Proceed:
Milestone
Time
Liquidated damages for delay
1.
n/a
within
n/a
n/a
per calendar day
6.3
SUBSTANTIAL COMPLETION
Substantial Completion must be achieved no later than the Substantial Completion Date
set forth in the Project Schedule. Substantial Completion will be determined in
accordance with Section 6.3 of the General Conditions.
6.4
FINAL ACCEPTANCE
6.4.1
Final Acceptance will be obtained within the time period set forth in the Project Schedule.
6.4.2
Final Acceptance will be issued pursuant to Section 6.5 of the General Conditions.
6.5
LIQUIDATED DAMAGES
6.5.1
Substantial Completion Liquidated Damages. CM@Risk acknowledges and agrees that
if CM@Risk fails to obtain Substantial Completion of the Work within the Agreement
Time, City will sustain extensive damages and serious loss as a result of such failure. The
exact amount of such damages will be extremely difficult to ascertain. Therefore, City
and CM@Risk agree that if CM@Risk fails to achieve Substantial Completion of the Work
within the Agreement Time, City will be entitled to retain or recover from CM@Risk, as
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
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Project No.: WW2302.401
Rev. 1/16/2024
liquidated damages and not as a penalty, the sum per calendar day as indicated in MAG
§ 108.9.
6.5.2
Final Acceptance Liquidated Damages. For the same reasons set forth in Article 6.5.1
above, City and CM@Risk further agree that if CM@Risk fails to achieve Final Acceptance
of the Work within the Agreement Time, City will be entitled to retain or recover from
CM@Risk, as liquidated damages and not as a penalty, the sum per calendar day as
indicated in MAG § 108.9 commencing from the actual date of Substantial Completion or
Final Acceptance as required under the Agreement.
6.5.3
MAG Liquidated Damages. If no liquidated damages are specified in Articles 6.5.1 or 6.5.2
above, then the liquidated damages provisions in MAG § 108.9 will apply.
6.5.4
City may deduct liquidated damages described in this Article 6.5 from any unpaid
amounts then or thereafter due CM@Risk under this Agreement. Any liquidated damages
not so deducted from any unpaid amounts due CM@Risk will be payable to City at the
demand of City, together with interest from the date of the demand at the highest lawful
rate of interest payable by CM@Risk.
6.6
MUTUAL WAIVER OF CONSEQUENTIAL DAMAGES ONLY
6.6.1
CM@Risk and City waive claims against each other for consequential damages arising
out of or relating to this Agreement. This mutual waiver includes:
6.6.1.1 Damages incurred by City for rental expenses, for losses of use, income, profit, financing,
business and reputation, and for loss of management or employee productivity or of
the services of such persons; and
6.6.1.2 Damages incurred by CM@Risk for principal office expenses including the compensation
of personnel stationed there, for losses of financing, business and reputation, and for loss
of profit except anticipated profit arising directly from the Work.
6.6.2
This mutual waiver is applicable, without limitation, to all consequential damages due
to either Party’s termination of this Agreement. Nothing contained in this Article 6.6
will be deemed to preclude an award of liquidated damages, when applicable, in
accordance with Article 6.5 above.
6.6.3
Nothing herein will be deemed to constitute a waiver of any other remedy available to
City in the event of CM@Risk’s default under this Agreement prior to full performance of
the Work including, as applicable, specific performance or completion of the Work on
behalf of CM@Risk, the cost and expense of which will be offset against any monies
then or thereafter due to CM@Risk (if any) and otherwise immediately reimbursed to
City by CM@Risk.
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
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Project No.: WW2302.401
Rev. 1/16/2024
AGREEMENT PRICE
7.1
AGREEMENT PRICE
7.1.1
In exchange for CM@Risk’s full, timely, and acceptable performances and construction of
the Work under this Agreement, and subject to all of the terms of this Agreement, City
will pay CM@Risk the “Agreement Price,” which:
The sum of the CM@Risk’s Fee and reimbursable Cost of the Work, as defined in Section
15 of the General Conditions, which the CM@Risk guarantees will not exceed the GMP
set forth in Exhibit D in the amount of $43,696,207.25. Costs which would cause the
GMP to be exceeded must be paid by CM@Risk without reimbursement from City.
7.1.2
The Agreement Price is all-inclusive and specifically includes all fees, cost, insurance and
bond premiums, allowances, construction contingency, owner’s contingency, and taxes
of any type necessary to fully, properly and timely perform and construct Work.
7.2
CHANGES TO AGREEMENT PRICE
Shall be determined under Section 9 of the General Conditions.
FORCED LABOR OF ETHNIC UYGHURS PROHIBITED
8.1
FORCED LABOR OF ETHNIC UYGHURS PROHIBITED. By entering into this
Agreement, Contractor certifies and agrees Contractor does not currently use and
will not use for the term of this Agreement: (i) the forced labor of ethnic Uyghurs in
the People's Republic of China; or (ii) any goods or services produced by the forced
labor of ethnic Uyghurs in the People's Republic of China; or (iii) any contractors,
subcontractors or suppliers that use the forced labor or any goods or services
produced by the forced labor of ethnic Uyghurs in the People's Republic of China.
SIGNATURE PAGE TO FOLLOW
EXHIBIT A
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
Page SP-1
Project No.: WW2302.401
Rev. 1/16/2024
PROJECT SPECIFIC
SPECIAL PROVISIONS
4.2.7 Aerial Construction Photography
General Conditions Section 4 Subsections 4.2.7.1 & 4.2.7.2 are not applicable to this
project.
4.2.8 Government Approvals and Permits
General Conditions Section 4 Subsection 4.2.8.1, City permit fees will be paid internally
by the City and all other fees will be the responsibility of the Contractor.
Subletting of Agreement
Contractor must perform, with his own organization, work amounting to not less than 50
percent of the total Agreement cost.
Failure to submit Subcontractor’s List Form, demonstrating self-performance not less than
50 percent of the total Agreement cost, will cause the bid to be deemed non-responsive.
Contractors should contact the Arizona Registrar of Contractors for information on license
requirements.
EXHIBIT B
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
Page GC-1
Project No.: WW2302.401
Rev. 10/23/23
GENERAL CONDITIONS
GENERAL CONDITIONS
Approved date: July 20, 2022
Revised: 7/20/2022
GC-2 of 75
TABLE OF CONTENTS
SECTION 1 - SCOPE OF THESE GENERAL CONDITIONS ............................................................................... 3
SECTION 2 - GENERAL DEFINITIONS ............................................................................................................ 3
SECTION 3 - STANDARD SPECIFICATIONS AND DETAILS ........................................................................... 7
SECTION 4 - CONT R ACT OR’S R ES PONS IBILIT IES FOR CONST RUCT ION SE RVIC ES .................................. 8
SECTION 5 - CITY RESPONSIBILITIES .......................................................................................................... 27
SECTION 6 - AGREEMENT TIME ................................................................................................................... 29
SECTION 7 - AGREEMENT PRICE .................................................................................................................. 35
SECTION 8 - PAYMENT ................................................................................................................................. 35
SECTION 9 - CHANGES TO THE AGREEMENT ............................................................................................. 40
SECTION 10 - SUSPENSION AND TERMINATION ...................................................................................... 43
SECTION 11 - INSURANCE AND BONDS ..................................................................................................... 44
SECTION 12 - INDEMNIFICATION ............................................................................................................... 49
SECTION 13 - DISPUTE RESOLUTION .......................................................................................................... 49
SECTION 14 - MISCELLANEOUS PROVISIONS ............................................................................................ 50
SECTION 15 - PROVISIONS APPLICABLE SOLELY TO GMP AND COST-BASED AGREEMENTS, CHANGE
ORDERS, AND JOB ORDERS ......................................................................................................................... 57
SECTION 16 - PROVISIONS APPLICABLE SOLELY TO JOB ORDER AGREEMENTS (JOC) ........................ 61
SECTION 17 - PROVISIONS APPLICABLE SOLELY TO PRE-CONSTRUCTION SERVICES FOR
CONSTRUCTION MANAGER AT RISK .......................................................................................................... 66
SECTION 18 - APPENDICES ...................................................................................................... APP-1 of 30
Appendix 1 – Policy Statement for Calculating Delays and Damages
Appendix 2 – Cost Reduction Incentive Proposals for Design Bid Build Agreements
Appendix 3 – Contractor’s Affidavit Regarding Settlement of Claims
Appendix 4 – Forms of Performance Bond
Appendix 5 – Forms of Payment Bond
Appendix 6 – Dispute Resolution
Appendix 7 – Certificate of Completion
Appendix 8 – Construction Sign Detail
Appendix 9 – Cost of the Work (Applicable solely to Construction Manager at Risk and
Job Order Contracting)
Appendix 10 Landscape Establishment Period
General Conditions
Revised: 7/20/22
GC-3 of 75
SECTION 1 - SCOPE OF THESE GENERAL CONDITIONS
These General Conditions encompass provisions that apply, and are incorporated into all
construction Agreements entered into by the City of Chandler, unless otherwise specifically excluded in
the executed Agreement.
SECTION 2 - GENERAL DEFINITIONS
Allowance : A specific amount for a specific item of Work, if any, that City agrees has not been sufficiently
designed, detailed, or selected (including design changes from 90% to 100% as authorized by and at
the discretion of the City) at the time the Agreement Price is agreed to for Contractor to provide a definitive
price.
Alternate Systems Evaluations or Alternative Analysis: Alternatives for design, means and methods or
other scope considerations that are evaluated using value analysis principles and have the potential to
reduce construction costs while still delivering a quality and functional Project that meets City
requirements.
Change Order: A written instrument issued after execution of the Agreement Documents signed by
City and Contractor, stating their agreement upon all of the following: the addition, deletion or revision
in the scope of services or deliverables; the amount of the adjustment to the Agreement Price, the
extent of the adjustment to the Agreement Time, or modifications of other agreement terms. The
Agreement Price and the Agreement Time may be changed only by Change Order.
Consultant: Person or firm that provides professional services.
City (Owner or OWNER): City of Chandler, a municipal corporation, with whom Contractor has entered
into the Agreement and for whom the Work or Services are to be provided pursuant to the Agreement(s).
Contingent Bid Items: This is a minor bid item which is likely, but not certain, to occur during the course
of work. If the Engineer determines that this work is required, the Contractor will accomplish the work
and payment will be made based on the contingent unit bid price included in the proposal. Since the
quantity listed in the proposal is primarily for bid comparison, the amount of work required by the
Engineer may vary materially from this.
Agreement: The written agreement executed between City and Contractor, including all of the Agreement
Documents.
Agreement Documents: The documents which together form the Agreement between City and
Contractor, as identified in Article 2 of the Agreement, or are otherwise incorporated into the
Agreement, including the Agreement, the exhibits thereto, these General Conditions, any Notice to
Proceed, and any Job Order (if applicable), the Plans and Specifications, Project Schedule, written
and properly executed Change Orders, MAG Specifications and City’s amendments thereto, and any
other documents so designated in the Agreement.
Agreement Price: The agreed-upon price to be paid to Contractor for full, timely, and acceptable
completion of the Work or Services under the terms of the Agreement.
Agreement Time(s): The number of calendar days or the dates related to the applicable phase,
Substantial Completion, or Final Acceptance as stated in Agreement Documents. Agreement Time starts
General Conditions
Revised: 7/20/22
GC-4 of 75
with the Notice to Proceed (NTP) and ends with Final Acceptance. The Agreement Time is set forth in
the Agreement and is based upon the Project Schedule agreed to by City in writing.
Contractor: The person or business association with whom City has entered into an agreement for
construction related Work or Services in relation to the Project at issue.
Contractor Payment Request: The form that is accepted by City and used by Contractor in requesting
progress payments or final payment and which must include such supporting documentation as is
required by the Agreement Documents or City.
Construction Budget: The City’s budget for construction of the Project.
Construction Documents: The Plans, Specifications, and Drawings prepared and issued by the Design
Professional and approved by City for construction, meaning the documents are sealed by the
Design Professional (as required), acceptable for permitting and incorporated into the Agreement by
this reference. All amendments and modifications to the Construction Documents must be approved in
writing by City prior to incorporation into the Agreement.
Cost of the Work: The term Cost of the Work will mean costs necessarily incurred by Contractor in the
proper performance of the Work. Such costs will be at rates not higher than the standard paid at the
place of the Project except with prior consent of City.
Critical Path Method (CPM): A scheduling technique which identifies the logical sequence of the activities
occurring in a Construction Project, the anticipated time required to complete each activity in the
Project, and the activities that must be completed on schedule to finish the Project within the anticipated
time. Typically, activities are arranged in a network that shows both activities and their dependencies.
CPM is also used as a management technique which enables contracting parties to predict when
activities may occur so that resources can be effectively used and limitations can be identified.
Critical Path: Critical Path is the sequence of project network activities which add up to the longest overall
duration. Once established in the Project Schedule, the Critical Path for the Project must not be
changed without prior written approval of City.
Day: Calendar day(s) unless otherwise specifically stated in the Agreement Documents.
Design Professional: The qualified, licensed person, firm or corporation who furnishes design and
construction administration services required under the Agreement Documents. These services may
include, but are not limited to: development of Construction Drawings and Documents, review of
Contractor Submittal(s), review of and response
to
Requests for Information, approval and
certification of progress payment
applications,
construction administration, and construction
agreement close out.
Differing Site Conditions: Concealed or latent physical conditions or subsurface conditions at the Site
that, (i) materially differ from the conditions indicated in the Agreement Documents, or (ii) are of an
unusual nature, differing materially from the conditions ordinarily encountered and generally recognized
as inherent in the Work at the general area of the Site. Caliche, rock, hard-digging or sandy/silty soil
encountered on a project is not considered a “Differing Site Condition.”
Drawings (Plans): Documents, which visually represent the scope, extent and character of the Work to
be furnished and performed by Contractor during the construction phase and which have been prepared
General Conditions
Revised: 7/20/22
GC-5 of 75
or approved by the Design Professional and City. These documents include Drawings that have reached
a sufficient state of completion and released by Design Professional solely for the purposes of review
and use in performing constructability or bid-ability reviews by Contractor and in preparing cost
estimates (e.g. Master Planning and Programming, Schematic Design, Design Development, and
Construction Drawings), but “not for construction.” Shop Drawings are not Drawings as so defined.
Final Acceptance: The City’s acceptance of the facility or project from the Contractor after all Work is
completed, tested, and inspected in accordance with the Agreement requirements. Final Acceptance
results in a Letter of Acceptance (LOA).
Fixed Price: A fixed price or amount for an Agreement Price, Scope of Work, materials, or other item
under an Agreement, Change Order, or other agreement, which City agrees, in writing, to pay instead
of the actual cost.
Float: The number of Days by which an activity can be delayed without lengthening the Critical Path and
extending the Agreement Time. Unless otherwise expressly agreed in writing, all Float belongs to City.
Laws, Regulations, or Legal Requirements: Any and all applicable laws, rules, regulations, ordinances,
codes and orders applicable to the Project of any and all governmental bodies, agencies, authorities
and courts having jurisdiction and any applicable provisions of the Development Agreement for the
Project (if any), including, without limitation, those provisions relating to the design and construction
of the Project.
Line Item: The individual elements of Work identified on a bid or other schedule and associated with a
price or a unit price and quantity particular to that individual element of the Work. Also refers to
individual items of work within the Schedule of Values.
Liquidated Damages: Designated damages for the City to collect as compensation upon a specific breach
(example: late delivery).
Long-Lead Item: Long-lead item refers to the equipment, product, or system that is identified at the
earliest stage of a project to have a delivery time long enough to affect directly the Critical Path/the overall
lead time of the project.
MAG: The Maricopa Association of Governments.
MAG Specifications: The most current version of the Uniform Standard Specifications for Public Works
Construction published by MAG.
MAG Standard Details: The most current version of the Uniform Standard Details as published by MAG.
Minor change: A change in the Work having no impact on cost or time or the City-approved design intent,
as determined by City.
Notice to Proceed (NTP): A written notice given by City to Contractor fixing the date on which
Contractor will start to perform Contractor’s obligations under the Agreement.
Project: The Project specified in the Agreement (including a Job Order).
Project Manager: The Project Manager designated in Article 1 of the Agreement, or any successor thereto
General Conditions
Revised: 7/20/22
GC-6 of 75
designated by City. The Project Manager has the authority to act on behalf of City, as delineated and
limited by the Agreement Documents and applicable law. And City will communicate with Contractor
through the Project Manager. However, the Project Manager has no authority to bind City or City
Council in contravention of any City code, State or Federal statute or regulation, or these General
Conditions.
Project Schedule: The schedule for the completion of the Project agreed to and required by City.
Project Specific Conditions: Additional conditions which apply to the specific Project and Scope of Work
which are set forth in Exhibit D of the Agreement.
Project Team: The Project Team consisting of the Design Professional, Contractor, Project Manager, and
such others as City may designate.
Punch List: The list initially prepared by Contractor pursuant to the Agreement Documents, reviewed
and supplemented by the Project Manager (and at the sole option of the Project Manager, the Design
Professional) and approved by City containing items of incomplete work not impacting Substantial
Completion, if allowed for under the Agreement, and to be completed or corrected by Contractor after
Substantial Completion and before Final Acceptance in accordance with the Agreement Documents.
Quality Assurance (QA) Testing: Testing performed to verify the accuracy and applicability of the QC
testing results and to ascertain that the materials installed meet the specified levels of quality in
accordance with the Agreement Documents.
Quality Control (QC) Testing: Testing performed to assure that the materials installed comply with the
requirements in the Agreement Documents.
Requests for Information (RFIs): Formal written request from Contractor to City or Design Professional
for the Project seeking clarification or additional information needed for Contractor to properly
complete the Work or Services under the Agreement. City may require RFI’s to be submitted on a specific
form or in a specified format.
Schedule of Values (SOV): The specified document prepared by Contractor, and approved and accepted
by City, which divides the Agreement Price into pay items, such that the sum of all pay items equals
the Agreement Price for the construction phase Work, or for any portion of the Work having a separate
specified Agreement Price.
Scope of Work: The scope of work agreed to or required by City and incorporated into the Agreement as
Exhibit A.
Shop Drawings: All drawings, diagrams, schedules and other data specifically prepared for the Work
by Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or distributor to
illustrate some portion of the Work.
Site: The land or premises on which the Project is located.
Specifications: The part(s) of the Agreement Documents for the construction phase consisting of written
technical descriptions of materials, equipment, construction systems, standards and workmanship as
applied to the Work and certain administrative details applicable thereto. Where specified, the Project
must be constructed using the current Uniform Standard Specifications and Details for Public Works
General Conditions
Revised: 7/20/22
GC-7 of 75
Construction as furnished by the Maricopa Association of Governments, as amended by City.
Subconsultant: A person, firm or corporation having an Agreement with Consultant/Contractor to
furnish services required as its independent professional associate or consultant with respect to the
Project.
Subcontractor: An individual or firm having a direct Agreement with Contractor or any other individual or
firm having an Agreement with the aforesaid contractors at any tier, who undertakes to perform a part
of pre-construction services or construction phase Work at the Site for which Contractor is responsible.
Subcontractors must be selected
through the Subcontractor selection process described in the
Agreement Documents, if any.
Substantial Completion: The date when the City determines that the Work (or separable units of Phases
as provided in the Agreement Documents) is essentially and satisfactorily complete in accordance with
the Agreement Documents such that the Project is ready for use by the City for its intended purpose,
opening to the general public, full occupancy or use by City (including, without limitation, all separate
units, or rooms, facilities, access, income-generating areas, and all areas serving the general public, as
applicable, must be ready for full operation without material inconvenience or discomfort), including, to
the extent applicable to the Work, the following: all materials, equipment, systems, controls, features,
facilities, accessories, and similar elements are installed in the proper manner and in operating
condition, inspected, and approved; surfaces have been painted; masonry and concrete cleaned with
any sealer or other finish applied; utilities and systems connected and functioning; site work
complete; permanent heating, ventilation, air conditioning, vertical transportation, and other systems
properly operating with proper controls; lighting and electrical systems installed, operable and
controlled; paving completed, signage installed, and other work as applicable, has been performed to
a similar state of essential and satisfactory completion.
Supplier: A manufacturer, fabricator, distributor, or vendor having a direct Agreement with Contractor
or with any Subcontractor to furnish materials or equipment to be incorporated in the construction
phase Work by Contractor or any Subcontractor.
Total Float: Number of Days by which pre-construction services or construction phase Work or any part
of the same may be delayed without necessarily extending a pertinent Agreement Time or schedule
milestone in the Project Schedule.
Work: The entire completion of construction or the various separately identifiable parts thereof,
required to be furnished during the construction phase. Work includes and is the result of performing
or furnishing labor and furnishing and incorporating materials, resources and equipment into the
construction, and performing or furnishing services and documents as required by the Agreement
Documents for the construction phase.
Writing: Typing, printing, photography and other modes of representing or reproducing words in a
visible form, including email, and expressions.
SECTION 3 - STANDARD SPECIFICATIONS AND DETAILS
3.1
City operates under the latest revision of the MAG Specifications and MAG Standard
Details as amended by City. City’s current amendment to the MAG Specifications, part of
the City’s Unified Development Manual, may be found and downloaded from City’s website
at http://www.chandleraz.gov.
General Conditions
Revised: 7/20/22
GC-8 of 75
3.2
Copies of the MAG Specifications and MAG Standard Details are available at the
Maricopa Association of Governments office, 302 N. 1st Avenue, Suite 300, Phoenix,
Arizona.
They
may
also
be
downloaded
from
their
website
at:
http://www.azmag.gov/Newsroom/Publications
3.3
The MAG Specifications and Standard Details and City’s amendments thereto are
incorporated into the Agreement by this reference.
SECTION 4 - CONT R ACT OR’S R ES PONS IBILIT IES FOR CONST RUCT ION SE RVIC ES
4.1
GENERAL
4.1.1
Contractor must construct the Work in accordance with the Agreement Documents and as
outlined in Exhibit A of the Agreement to the satisfaction of City, exercising the degree of
professional care, skill, diligence, quality and judgment that a professional construction
manager engaged, experienced and specializing in the construction management of
construction and facilities of similar scope, function, size, quality, complexity and detail in
urban areas throughout the United States comparable to Chandler, Arizona would exercise
at such time, under similar conditions. Contractor must, at all times, perform the Work in
conformance with sound and generally accepted engineering principles and construction
management and construction contracting practices.
4.1.2
If Contractor observes errors, discrepancies or omissions in the Agreement Documents,
Contractor must promptly notify the Design Professional and City and request clarification.
If Contractor, with the exercise of reasonable care, should have recognized such error,
inconsistency, omission, or difference and fails to report it to City, and if Contractor
proceeds with the Work affected by such observed errors, discrepancies or omissions,
without receiving such clarifications, Contractor does so at its own risk and will be liable to
City for damages resulting from proceeding without clarification.
4.1.3
Project Team and agents of each of them, testing agencies and governmental agencies with
jurisdictional interests will be provided access to the Work at reasonable times for their
observation, inspection, and testing. Contractor must provide proper and safe conditions
for such access.
4.1.4
Contractor must comply with, and require all Subcontractors to comply with, the Arizona
Contractors’ license laws, including all requirements with respect to being duly registered
and licensed.
4.1.5
Contractor must ensure that all employees performing any Work for which Contractor is
responsible have a legal right to live and work in the United States. In addition, all
compensation of any such employee must meet all applicable requirements of the Fair Labor
Standards Act (FLSA) and Federal Minimum Wage laws.
4.1.6
Contractor must comply with the Immigration Reform and Control Act of 1986 (IRCA).
Contractor understands and acknowledges the applicability of the IRCA activities.
Contractor agrees to comply with the IRCA while performing their work and to permit City
inspection of Contractor personnel records to verify such compliance.
4.1.7
Pursuant to MAG Specifications §§ 107.4, Contractor must report immediately any discovery
of archeological ruins or artifacts. Excavation must stop immediately so that City can decide
on the pertinent steps to follow such discovery.
General Conditions
Revised: 7/20/22
GC-9 of 75
4.1.8
All property owners that may be affected by the proposed construction activities must be
notified of the scope, duration of the construction activities and possible interference with
their day-to-day activities by Contractor prior to start of construction. In addition, individual
residential or commercial interferences, such as driveway restrictions, water outages, and
all other Work adjacent to residence/business, require 48-hour notification in advance of
specific adjoining Work. Notification may be through door hangers or other procedures
approved by the City.
4.1.9
Access must be maintained to adjacent properties at all times during construction. Where
property has more than one point of access, no more than one access will be restricted or
closed at any one time. Access to adjacent private driveways will be maintained during all
non-working hours.
4.1.10
Contractor must furnish and erect construction signs in accordance with Project
Specifications. The signs must be professionally prepared and subject to approval by City,
must be maintained by Contractor for the duration of the project, and must be removed by
Contractor during the final project clean up.
4.1.11
The number of signs required, the size, shape, installation requirements and information to
be included for construction signs is established on the detail sheet, provided, however,
signs must be a minimum of 4 foot by 8 foot and must be installed so that the bottom of
the sign is at least 4 foot above grade. No direct payment will be made for furnishing and
erecting construction signs. The cost thereof must be included in other items for which
direct payment is made. Sign locations will be determined by City.
4.1.12
All required construction signs must be installed by Contractor within 7 Days of Notice to
Proceed.
4.1.13
The Work to be accomplished under these Agreement Documents has been designed for
City by a Design Professional retained by City for this purpose. It is understood that normal
construction Administration for the purpose of interpretation of the Agreement Documents
is provided by City. Should any services of the Design Professional be required to assist in
the corrections of errors or omissions by Contractor, or services of the Design Professional
be required because of changes in structure or equipment where Contractor has requested
approval of substitute methods or material, or any other items detailed herein below, those
services will be provided by the Design Professional at the standard hourly rates previously
negotiated with City and must be paid for by the Contractor.
4.1.14
Contractor must reimburse City for costs incurred by the Design Professional for additional
services to the Project through no fault of City or the Design Professional including, but not
limited to, the following conditions:
a. Additional Site visits, investigations, inspections, design work or reports by
the Design Professional which are required due to damages to existing
facilities or completed Work caused by the Contractor in his performance,
Contractor’s negligence, or Contractor’s Work which is rejected as defective
or as failing to conform to the Agreement Documents;
b. Design Professional construction phase services rendered on the project
during the time the project remains incomplete after the Agreement date of
final completion will be charged to Contractor at a rate previously negotiated
City; and
General Conditions
Revised: 7/20/22
GC-10 of 75
c. All retesting required due to the failure of Contractor’s Work to meet the
requirements of the Agreement Documents will be at Contractor’s expense.
All standby and travel time by the City’s testing lab, the Design Professional
or City due to Contractor’s inability to be prepared for testing at the agreed
upon time will be at the Contractor’s expense.
4.1.15
City may withhold from any payment otherwise due to Contractor any amounts necessary
to pay the Design Professional for such additional services as provided herein above.
4.1.16
Contractor will not be required to bear additional costs incurred by City due to errors by the
Design Professional.
4.2
CONTRACTOR’S PRE-AGREEMENT AND PRE-WORK DELIVERABLES
4.2.1
Prior to award of the Agreement, Contractor must execute Agreement and deliver to City.
Failure to do so may delay Agreement award. Contractor must also provide to City its
Contractor’s License classification and number and its Federal Tax I.D. number.
4.2.2
Before beginning any Work under the Agreement, Agreement must be fully executed by
City.
4.2.3
After Agreement award, City will issue to Contractor an award letter. At that time Contractor
must deliver to City such bonds and certificates of insurance with endorsements in such
amounts (and other evidence of insurance requested by City) required under Section 11 of
these General Conditions, and as the Agreement requires.
4.2.4
As evidence of Workmen’s Compensation Insurance, Contractor must, upon request,
provide a letter of certification from the Industrial Commission of Arizona that Contractor
is insured by the State Compensation Fund or is an authorized self-insurer or a certificate
of insurance issued by an insurance company authorized by the Insurance Department
of Arizona to write Workmen’s Compensation and Occupational Disease Insurance in the
State of Arizona.
4.2.5
Within 10 Days of the date of the executed Agreement letter issued by City, Contractor must
submit to City for review and acceptance the following items:
4.2.5.1
Comprehensive construction Project Schedule including a Critical Path Method (CPM)
diagram schedule as described in Section 6.2. Project Schedule must be in Microsoft Project
standard file format. Within 10 Days of receipt of City’s comments, Contractor must make
all required corrections, adjustments, and additions to complete the Project Schedule and
resubmit to City for review.
4.2.5.2
Preliminary schedule of submittals and Shop Drawings. Within 10 Days of receipt of City’s
comments, Contractor must submit the corrected and completed schedule of Shop
Drawings submissions for approval. Contractor’s schedule of Shop Drawings and sample
submittals will be acceptable to City if it provides a workable arrangement for reviewing and
processing the required submittals.
4.2.5.3
Schedule of Values in a form specified by City reflecting the subcontracts and other
categories that will be used to submit Pay Applications for the Work. The total amount of
the Schedule of Values must not be greater than the Agreement Price. The Schedule of
Values will be reviewed at the Pre-Construction Conference and revised by Contractor within
10 Days after Pre-Construction Conference in response to comments and questions from
General Conditions
Revised: 7/20/22
GC-11 of 75
City.
Once accepted by City in writing, the Schedule of Values for the Project must not be
changed without the prior written approval of City.
4.2.6
Video Recording Requirement. Prior to performing any Work, Contractor must document
the existing conditions of the Site, all other areas where Work will occur and all adjacent
areas that may be impacted by the Work via digital video format. Contractor must video
record and index all areas, features, buildings and other public and private improvements
that could potentially be impacted by the Work. Video recording must be coordinated with
City. When video recording private property, Contractor must also coordinate the video
recording with the private property owner, if possible. Contractor must provide City with a
copy of said digital video format prior to performing any Work.
4.2.7
Aerial Drone Construction Photography.
4.2.7.1
If Agreement duration is greater than 90 calendar days, Contractor must engage a
professional unmanned aerial vehicle (UAV) aerial pilot to photograph the Site prior to
construction mobilization, at three-month intervals during construction, and following final
inspection. Drone camera specifications must meet the following minimum requirements:
a. 1-inch CMOS
b. Pixels: 20M
c. FOV 84 8.8 mm/24 mm (35 mm format equivalent) f/2.8-f/11 auto focus at 1 m-
d. For photographing: 16.9 Aspect Ratio: 5472x3078
e. For video shooting: MP4/MOV/H.264
f.
FHD: 1920x1080 120p @100Mbps
g. File format: High Definition (HD) JPEG for digital photos and HD MPEG 4 for
digital video.
h. All metadata to be recorded including GPS data and preserved with photographs
provided.
Interval
JPEG
3 month intervals
At an altitude (AGL) between
70-90 ft.
3 month intervals
Images to be taken every 50-
100 ft. to be determined based
on project scope.
4.2.7.2
Drone photos to be taken in sequential geographical order and then organized and provided in
the same manner unless otherwise specified.
4.2.7.3
Photos to be provided digitally via an online file share service and/or by a USB drive to contractor.
4.2.7.4
Drone pilots to obey ALL local (city, county, state) UAV regulations as well as FAA UAV
guidelines including, but not limited to, conducting all flights during daylight hours, not exceeding
maximum altitude ceilings (depending on area), not flying over people, yielding to other aircraft.
4.2.7.5
Drone pilots must fly drone within visual line of sight (VSOL) and have visual spotter when
needed. Drone pilots only to operate in favorable weather conditions when minimum visibility is
3 miles or greater.
4.2.7.6
Drone pilots to conduct a preflight checklist and visually inspect the entire flight path prior to flying
to ensure a safe flight.
General Conditions
Revised: 7/20/22
GC-12 of 75
4.2.7.7
Airspace Authorizations. Operations in Class G airspace are allowed without air traffic control
(ATC) permission. Operations in Class B, C, D and E airspace need ATC authorization. Drone
pilots to schedule each flight in advance and based on airspace if required will notify nearby
airports/control towers, etc.
4.2.8
Government Approvals and Permits.
4.2.8.1
Contractor must obtain all necessary permits for the Work and pay all applicable fees,
unless otherwise noted on the Plans and in the Specifications. City permit fees will be paid
internally by City. For bidding purposes, an allowance for all permit fees is included in the
bid schedule under the item “allowance for permit fees.” The Contractor will be paid for
the actual cost of the permit fees upon submitting a receipt showing the fee Contractor
has paid. Excluded from the above allowance are items such as all costs incurred by the
Contractor in securing the permit except for the actual permit fee established by the
agency, cost for all shutdowns or outages, cost for pole bracing, cost of permits for
construction water, cost of construction water, cost for any additional insurance
requirements, cost for any licenses, and other similar type costs. Contractor is specifically
notified of the need to obtain the necessary environmental permits or file the necessary
environmental and regulatory permit notices.
4.2.8.2
Copies of all permits and the associated notices must be provided to City prior to starting
the permitted activity.
4.3
PRE-CONSTRUCTION CONFERENCE
4.3.1
Prior to the commencement of any Work, City will schedule a Pre-Construction Conference.
4.3.2
The purpose of this Conference is to establish a working relationship between Contractor,
the utility firms, and various City agencies. The agenda will include critical elements of the
Work schedule, submittal schedule, cost breakdown of major lump sum items, Payment
Requests and processing, coordination with the involved utility firms, and emergency
telephone numbers for all representatives involved in the course of construction.
4.3.3
Minimum attendance by Contractor at any mandatory meeting with City must be (1)
Contractor’s Representative, who is authorized to execute and sign documents on behalf
of the firm, (2) Contractor’s on-site Superintendent, and (3) Contractor’s Safety Office,
or other employee responsible for safety.
4.4
PERFORMANCE OF THE WORK (INCLUDING FIELD MEASUREMENTS,
SUBCONTRACTORS, AND SUPPLIERS)
4.4.1
Unless otherwise provided in the Agreement Documents to be the responsibility of City or a
separate Contractor, Contractor must provide through itself or Subcontractors the
necessary supervision, labor, inspection, testing, start-up, material, equipment, machinery,
temporary utilities and other temporary facilities to permit Contractor to complete the
Work consistent with the Agreement Documents.
4.4.2
Contractor must perform all construction activities efficiently and with the requisite
expertise, skill and competence to satisfy the requirements of the Agreement Documents.
Contractor must at all times exercise complete and exclusive control over the means,
methods, safety, sequences and techniques of construction.
4.4.3
Contractor’s Superintendent must be present at the Site at all times that material Work
General Conditions
Revised: 7/20/22
GC-13 of 75
under this Agreement is taking place. Contractor’s Superintendent or designee must be
present at the Site at all times any other Work under this Agreement is taking place.
Superintendent must not be replaced without written notice to City. Whenever the
Superintendent is not present at a particular part of the Work where the City or Design
Professional may desire to inform the Contractor relative to interpretation of the Drawings
and Specifications or to disapproval or rejection of materials or Work performed, the City
or Design Professional may provide such information in writing to the foreman or other
worker in charge of the particular part of the Work in reference to which the information is
given. Information so given will be as binding as if given to the Superintendent.
4.4.4
All elements of the Work must be under the direct supervision of a foreman or his
designated representative on the Site who must have the authority to take actions required
to properly carry out that particular element of the Work.
4.4.5
Working Hours. Except in connection with the safety or protection of persons or the Work
or property at the Site or adjacent thereto, and except as otherwise indicated, all Work at
the Site must be performed during regular working hours, and Contractor will not permit
overtime work or the performance of Work on Saturday, Sunday or any legal holiday without
City’s written consent given after prior written notice to City. If it will become absolutely
necessary to perform Work at night or on Saturdays, Sundays or legal holidays, the City
must be informed at least 24 hours in advance of the beginning of performance of such
Work. Only such Work will be done at night as can be done satisfactorily as determined by
the City. Good lighting and all other necessary facilities for carrying out and inspecting the
Work must be provided and maintained at all points where such Work is being done.
Further, unless such non-normal work hours are performed at City’s request or required by
the Agreement Documents, Contractor must pay to City all additional costs incurred by City
by reason of such non-normal working hours. Expenses incurred by City for overtime
compensation must be reimbursed by Contractor as follows: (i) City staff at the rate set forth
in current City Fee Schedule as published on City website, (ii) Design Professional and staff
at the standard hourly rates previously negotiated with City, and (iii) all others at actual cost
plus ten percent administrative overhead. Such costs may be deducted by City from any
payments due to Contractor. Provided, however, if overtime work or work during other
than normal hours is at the request of City and not due to Contractor delay, City will pay the
cost of City overtime expenses.
4.4.6
Where the Agreement Documents require that a particular product be installed or applied
by an applicator approved by the manufacturer, it is Contractor’s responsibility to ensure
the Subcontractor employed for such work is approved by the manufacturer. All materials
and equipment must be stored, applied, installed, connected, erected, used, cleaned and
conditioned in accordance with the instructions of the applicable manufacturer, fabricator,
supplier or distributor, except as otherwise provided in the Agreement Documents; but no
provisions of any such instructions will be effective to impose on City of Design Professional
responsibility for the means, methods, techniques, sequences or procedures of
construction or for safety precautions incident thereto.
4.4.7
Before starting the Work, Contractor must carefully study and compare the various
Plans, Drawings, other Agreement Documents, and Specifications relative to that portion
of the Work, as well as the information furnished by City, must take field measurements of
any existing conditions related to that portion of the Work and must observe any conditions
at the Site affecting it. The exactness of grades, elevations, dimensions, or locations given
on any Drawings, or the Work installed by other contractors, is not guaranteed by City.
General Conditions
Revised: 7/20/22
GC-14 of 75
4.4.8
Before ordering materials or doing Work, Contractor and each Subcontractor must verify
measurements at the Site and will be responsible for the correctness of such
measurements. No extra charge or compensation will be allowed because of differences
between actual dimensions and the dimensions indicated on the Agreement Documents,
including the Drawings.
4.4.9
Ground Level Construction Photography.
4.4.9.1
The Contractor must furnish progress photographs of the project. The photographer
selected by the Contractor must be approved by the City and must be either a commercial
photographer or an individual experienced and equipped for such photography.
4.4.9.2
The Contractor must deliver to City all photographs taken during that period with each
application for payment. If the current photographs do not accompany the application, the
application will not be reviewed and will be returned to the Contractor as incomplete.
4.4.9.3
Photographs must be identified by use of typewritten labels affixed to the back of the
photograph. The label must provide a description of the view, the direction from which the
photograph was taken, the name of the project, City’s project number, the name of
Contractor and the date of the photography. The stationing must also be included for all
pipeline installations.
4.4.9.4
Photographs must be taken during the construction period and must be of aesthetic
composition and depict the progress of the Work from the beginning of construction
through and including the finished product. City may vary the specified frequency so that
significant progress or changes can be recorded on the photographs.
4.4.10
Underground Facilities.
4.4.10.1
The existence and number of facilities as shown on the Plans are estimated from
information furnished by the particular utility. Contractor is responsible for field verification
and location of all utilities prior to the start of construction. No field work will be allowed to
start until Contractor has contacted Arizona 811 and all affected utilities have been located.
In addition, Contractor must expose and physically locate all potentially conflicting utilities
prior to construction. The actual locations of the utilities must be compared to locations
shown on the Plans and any required changes in alignment and grade must be made at the
time of construction in consultation with Project Manager. It is generally recognized and
Contractor should anticipate that information from Arizona 811 or information from utility
companies during project design, frequently fails to disclose all underground facilities. The
fact that more utility lines or other underground facilities are located in the Project Site than
shown on the Project Plans does not constitute an “unforeseen Condition” and such
undisclosed underground facilities do not differ materially from the conditions which
Contractor should expect. The provisions of Sections 105.4, 105.6, 107.11 and 109.8.1 of the
MAG Uniform Standard Specifications for Public Works Construction apply and are
incorporated herein by this reference.
4.4.10.2
Contractor is responsible for all coordination with utility companies. The provisions of
Sections 105.4, 105.6, 107.11 and 109.8.1 of the MAG Uniform Standard Specifications for
Public Works Construction strictly apply and no additional compensation will be paid to
Contractor for delays due to utility work on the project.
4.4.11
Relocation of Existing Water Meters. When a service line has been extended and a line
General Conditions
Revised: 7/20/22
GC-15 of 75
setter installed in a meter box, City forces will re-install meter. No compression fittings will
be utilized.
4.4.12
Water Turn-On or Turn-Off.
4.4.12.1
Contractor must coordinate all water line turn-ons and turn-offs through the City.
Application must be made to the Municipal Utility Division and Contractor must pay the
established charges. The City will close existing valves, but will not guarantee a bone-dry
Shutdown.
4.4.12.2
Contractor must notify all customers affected by the turn-off not less than 48 hours in
advance. Notification must be in writing, must give the reason for the turn-off and must
give the estimated time and duration that water service will be interrupted. Contractor is
also notified that water turn-off will not be permitted on the Day before and after
Thanksgiving Day and Christmas Day.
4.4.12.3
No direct payment will be made to Contractor for turn-ons or turn-offs. Costs associated
therewith will be included in other items for which direct payment is made.
4.4.13
Tests and Inspections.
4.4.13.1
Contractor must give City timely (at a minimum, twenty-four hours) notice of readiness of
the Work for all required inspections, tests or approvals. Contractor must give timely notice
to City in advance of backfilling or otherwise covering any part of the Work so that city
representative may, if desired, observe such part of the Work before it is concealed.
Whenever Contractor varies the normal period during which Work or any portion of it is
carried on each Day, Contractor must give timely notice to City so that city representative
may, if desired, be present to observe the Work in progress. If Contractor fails to give such
timely notice, any Work done in the absence of city representative will be subject to
rejection. If Contractor gives such notice to City, but then is not ready for such inspections,
tests, approvals or observations at the time so noticed, Contractor must reimburse City for
all costs incurred by the attendance of city representatives.
4.4.13.2
If any law, ordinance, rule, regulation, code, or orders of any public body having jurisdiction
requires any Work (or part thereof) to be inspected, tested or approved, Contractor (unless
another party is specified in the Agreement Documents) must assume full responsibility
therefor, pay all costs in connection therewith and furnish City the required certificates of
inspection, testing, or approval. Contractor must also be responsible for and must pay all
costs in connection with any inspection or testing required by the Specifications in
connection with City's acceptance of a manufacturer, fabricator, supplier or distributor of
materials or equipment proposed to be incorporated in the Work, or of materials or
equipment submitted for approval prior to Contractor's purchase thereof for incorporation
in the Work. The cost of all other inspections, tests and approvals required by the
Agreement Documents will be paid by City (unless otherwise specified).
4.4.13.3
All inspections, tests or approvals other than those required by law, ordinance, rule,
regulation, code or order of any public body having jurisdiction must be performed by
organizations acceptable to City and by the Design Professional if so specified.
4.4.13.4
Neither observations by City, the Design Professional nor inspections, tests or approvals by
others will relieve Contractor from their obligations to perform the Work in accordance with
the Agreement Documents.
General Conditions
Revised: 7/20/22
GC-16 of 75
4.4.14
Uncovering Work. If any Work that is to be observed, inspected, tested or approved is
covered without written concurrence of City, it must, if requested by City be uncovered for
observation. Unless Contractor has given City timely notice of Contractor's intention to
cover such Work and City has not acted with reasonable promptness in response to such
notice, Contractor must furnish all necessary labor, material and bear all the expenses of
such uncovering, exposure, observation, inspection and testing and of satisfactory
reconstruction, including compensation for additional professional services, and an
appropriate deductive Change Order will be issued.
4.4.15
In all cases of interconnection of its Work with existing or other Work, Contractor must verify
at the Site all dimensions relating to such existing or other Work. Any errors due to
Contractor’s failure to so verify all such grades, elevations, locations or dimensions must
be promptly rectified by Contractor without any increase in the Agreement Price. Any
design errors or omissions noted by
Contractor during this review must be reported
promptly to City.
4.4.16
Contractor must establish and maintain all construction grades, lines, levels, and
benchmarks, and will be responsible for accuracy and protection of same. This Work
must be performed or supervised by a licensed civil engineer or surveyor in the State of
Arizona.
4.4.17
Contractor must photograph all buried piping of greater than four (4) inches in diameter
prior to backfill.
4.4.18
Contractor is responsible for the proper performance of the work of Subcontractors and any
acts and omissions in connection with such performance. Nothing in the Agreement
Documents is intended or deemed to create any legal or contractual relationship
between City and any Subcontractor or Sub-Subcontractor, including but not limited to any
third-party beneficiary rights.
4.4.19
Contractor must coordinate the activities of all Subcontractors. Contractor must
coordinate performance of the Work with City’s Public Works & Utilities Department and
other departments or agencies within City. The Design Professional and other contractors
or parties involved in the Project. If City performs other work on the Project or at the Site with
separate contractors under City’s control, Contractor agrees to cooperate and coordinate
its activities with those of such separate contractors so that the Project can be completed
in an orderly and coordinated manner without unreasonable disruption.
4.4.20
Contractor will not substitute or change any Subcontractor or Supplier without the prior
written approval of City. Any substitute or replacement Subcontractor or Supplier must
be required to meet the same qualifications and selection criteria and process as the
original Subcontractor or Supplier. If a Subcontract/Supplier selection plan has been
approved by City, Contractor will follow that plan unless otherwise approved by City in
writing.
4.4.21
Contractor must not change or replace any members of its Project team, including
Contractor’s Representative, Project Manager, or Superintendent, without an explanation for
the change being given to City, and receiving prior written approval of the change from City,
which approval will not be unreasonably withheld.
4.4.22
Subcontractors whose scope of work has a value greater than 15% of the total Agreement
Price are required to furnish performance and payment bonds to Contractor, unless
General Conditions
Revised: 7/20/22
GC-17 of 75
otherwise approved in writing by City.
4.4.23
Contractor must comply with MAG Specification § 108.2 (E) unless otherwise specified in
Agreement Documents.
4.5
CONTROL OF THE PROJECT SITE
4.5.1
Throughout all phases of construction, including suspension of Work, Contractor must keep
the Site reasonably free from debris, trash and construction wastes to permit Contractor to
perform its construction services efficiently, safely and without interfering with the use of
adjacent land areas.
Prior to Final Acceptance of the Work, or a portion of the Work,
Contractor must remove all debris, trash, construction wastes, materials, equipment,
machinery and tools arising from the Work or applicable portions thereof to permit City
to occupy the Project or a portion of the Project for its intended use.
4.5.2
Contractor must take whatever steps, procedures or means necessary to prevent dust
nuisance due to construction operations. The dust control measures must be maintained
at all times to the satisfaction of City and in accordance with the requirements of the
Maricopa County Bureau of Air Pollution Control Rules and Regulations.
4.5.3
Contractor must maintain Americans with Disabilities Act (ADA) and American National
Standards
Institute (ANSI) accessibility requirements during construction activities,
including
without
limitation compliance with the 2010 regulations governing
implementation of the ADA to the extent applicable.
ADA and ANSI accessibility
requirements must include, but not be limited to, parking, building access, areas of refuge,
and emergency exit paths of travel. Contractor i s responsible for the coordination of all
Work to minimize disruption to residents and the public.
4.5.4
Only materials and equipment used directly in the Work will be brought to and stored on the
Site by Contractor. When equipment is no longer required for Work, it must be removed
promptly from the Site. Protection of construction materials and equipment stored at the
Site from weather, theft, damage and all other adversity is solely the responsibility of the
Contractor.
4.5.5
Contractor agrees all persons working on the Site must act at all times in the best interest
of the Project and will comply with all applicable rules and regulations reasonably set forth
by City related to the Site. Notwithstanding the foregoing or anything in this Agreement to
the contrary, City may remove from the Site any individual who City deems in their
reasonable discretion to be creating a disturbance or causing any problem on the Site.
4.5.6
Contractor will be responsible to City for the acts and omissions of Contractor’s employees,
Subcontractors and their agents and employees, and any other person performing any of
the Work under an Agreement with Contractor, or claiming by, through or under Contractor,
for all damages, losses, costs and expenses resulting from such acts or omissions.
4.5.7
City may conduct criminal, drive history, and all other requested background checks of
Contractor and Subcontractor personnel performing Work or who have access to City’s
information, data, or facilities in accordance with City’s current background check policies,
or the provisions of the Project Specific Conditions. Any officer, employee or agent that
fails to background check must be replaced immediately.
4.5.8
City will have a final authority, based upon security reasons: (i) to determine when
General Conditions
Revised: 7/20/22
GC-18 of 75
security clearance of Contractor’s and Subcontractor’s personnel is required; (ii) to determine
the nature of the security clearance, up to and including fingerprinting personnel; and
(iii) to determine whether or not any individual or entity may provide Services or perform
Work under the Agreement.
4.5.9
If City objects to any personnel for any reasonable cause, then Contractor must, upon notice
from City, remove such individual from the Project.
4.6
PROJECT SAFETY
4.6.1
The Project and all Work performed in relation thereto is governed by applicable provisions
of the federal laws, including but not limited to, the latest amendments of the following:
a. Williams-Steiger Occupational Safety & Health Act of 1970, Public Law, 91-596.
b. Part 1910 and Part 1926 – Occupational Safety and Health Standards,
Chapter XVII of Title 29, Code of Federal Regulations.
c. Part 1518 – Safety and Health Regulations for Construction, Chapter XIII of
Title 29, Code of Federal Regulations.
4.6.2
Contractor is responsible for safety of the job Site for employees of Contractor as well
as for members of the general public and others who may drive or walk through or be at
the Site.
4.6.3
Contractor recognizes the importance of performing the Work in a safe manner so as to
prevent damage, injury or loss to: (i) all individuals at the Site, whether working or visiting;
(ii) the Work, including materials and equipment incorporated into the Work and stored On-
Site or Off-Site; and (iii) all other property at the Site or adjacent thereto, including trees,
shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for
removal, relocation or replacement in the course of construction; and (iv) the owners or
tenants of adjacent property and their patrons, employees and invitees.
4.6.4
Contractor assumes responsibility for implementing and monitoring all safety precautions
and programs related to the performance of the Work.
4.6.5
Contractor must provide a “competent person’ as required by O.S.H.A regulations. The
“competent person” must be identified at the Pre-Construction Conference with City
advised in writing of any changes.
4.6.6
The “competent person” must make routine daily inspections of the Site and must hold
weekly safety meetings with Contractor’s personnel, Subcontractors and others as
applicable.
4.6.7
Contractor and Subcontractors must comply with all legal and regulatory requirements
relating to safety, as well as any City specific safety requirements set forth in the Agreement
Documents, provided that such City-specific requirements do not violate any applicable
legal and regulatory requirements.
4.6.8
Contractor will immediately report in writing any safety-related injury, loss, damage or
accident arising from the Work to Project Manager and, to the extent mandated by Legal
Requirements, to all government or quasi-government authorities having jurisdiction over
safety-related matters involving the Project or the Work.
General Conditions
Revised: 7/20/22
GC-19 of 75
4.6.9
Contractor’s responsibility for safety under this Section is not intended in any way to
relieve Subcontractors and Sub-Subcontractors of their own contractual and legal
obligations and responsibility for (i) complying with all Legal Requirements, including those
related to health and safety matters, and (ii) taking all necessary measures to implement
and monitor all safety precautions and programs to guard against injury, losses, damages
or accidents resulting from their performance of the Work.
4.6.10
As between City and Contractor, Contractor is responsible to City for any and all the safety
issues relating to the Work on the Project. Contractor must administer and manage the
safety program. This will include, but not necessarily be limited to review of the safety
programs of each Subcontractor. Contractor must monitor the establishment and
execution of compliance with all applicable regulatory and advisory agency construction
safety standards. Contractor’s responsibility for review, monitoring, and coordination of the
Subcontractor’s safety programs will not extend to direct control over execution of the
Subcontractors’ safety programs. Notwithstanding Contractor’s safety obligations to City,
it is agreed and understood that each individual Subcontractor will remain controlling
employer responsible for the safety programs and precautions applicable to its own work
and the activities of other’s work in areas designated to be controlled by such Subcontractor
for purposes of workers compensation insurance coverage.
4.6.11
Nothing in this agreement will relieve Contractor of his responsibility to maintain traffic,
structures, etc., as noted on the Plans, Specifications, and Project Specific Conditions.
Contractor is responsible to provide all necessary shoring, bracing and trench support as
is necessary to maintain traffic structures, etc., as stipulated in the Plans, Specifications, and
Special Provisions. If the stability of adjoining building, walls, roadways, etc., is endangered
by Contractor’s excavation, shoring, bracing, or under pinning must be provided as
necessary to ensure project safety. Cost for shoring, bracing, underpinnings, and trench
support will be included in the appropriate items listed in the Agreement Price, and no
additional payment will be made for this work.
4.7
MATERIALS QUALITY, SUBSTITUTIONS, AND SHOP DRAWINGS
4.7.1
Quality Control and Quality Assurance Testing.
4.7.1.1
All construction materials to be used or incorporated in the Project are subject to
inspection, Quality Control & Quality Assurance Testing, and approval or rejection by City.
Any material rejected by City must be removed immediately and replaced in an acceptable
manner to City at no additional cost to City. When QC/QA tests indicate noncompliance
with the Agreement Documents, retesting must be performed by the same testing
laboratory that performed the tests that indicated noncompliance.
4.7.1.2
The Contractor must establish, provide, and maintain an effective Quality Control Testing
Program (QCTP). The Contractor must develop his own program or procure the services of
a consultant. In either case, the party performing the tests must be currently certified by the
National Bureau of Standards in the National Voluntary Laboratory Accreditation Program
(NVLAP) for construction
services or the AASHTO Accreditation Plan (AAP) for Soils,
Asphalt and Concrete. The Contractor must provide all support necessary to perform QC
and QA testing and sampling (i.e. shoring for testing trench backfill, backhoes, motor
graders, loaders, etc. to facilitate testing and sampling). The City will perform the QA testing.
4.7.1.3
The Contractor must submit a written QCTP to the City as a required submittal. The
Contractor must not begin Work until the Quality Control Program has been reviewed and
General Conditions
Revised: 7/20/22
GC-20 of 75
accepted by the City. Resumes of all personnel that will be associated directly or indirectly
with the QCTP must be included.
4.7.1.4
The QCTP must include, but not be limited to, on-site/field and laboratory testing of all
material delivered to the Site and any existing materials or conditions pertinent to the
project.
4.7.1.5
All testing must be under the direction of a Professional Engineer registered in the State of
Arizona, knowledgeable in Materials Testing. All “Test Report” forms must be stamped by
said Engineer.
4.7.1.6
The written QCTP will set forth the responsibilities of the engineer, project manager,
supervisory personnel and each technician assigned to this project. Substitutions or
replacement of personnel must require prior written approval by the City. All personnel must
be proficient within their assigned duties and possess certification(s) commensurate with
their position and responsibilities. The minimum certification(s) for each technician must
be NICET Level II, Arizona Technical Testing Institute, American Concrete Institute, or other
nationally recognized program applicable to the project and approved by the City of
Chandler. The written QCTP must include a description of the required field and
construction materials laboratory tests, including required frequencies that meet the
minimums established herein.
4.7.1.7
The Contractor must establish a system to record and report all material test results. The
daily test reports must include, but not be limited to:
a. Test designation;
b. Date of test;
c. Name of tester;
d. Location of test/sample (station and offset);
e. Product suppliers and product codes (as applicable);
f.
Depth/elevation of test/sample;
g. Test result;
h. Control requirement(s);
i.
Cause of rejection (if applicable);
j.
Results of retests (if applicable); and
k. Remedial action (if applicable).
4.7.1.8
The Contractor must submit test results to the designated City representative.
4.7.1.9
The Contractor must also submit a weekly report to the City summarizing the testing
and construction activities completed by emailing the report to the email addresses noted
above. All weekly reports must be submitted simultaneously to the Contractor and the
City of Chandler. The report must include individual summary sheets for each utility line,
structure, and portion of the pavement section. Cores must be numbered sequentially
throughout the Project. Re-cores must reference the original core by number and must
contain the averaged values for thickness and density. Total pavement thickness must be
reported. Vertical location of tests for underground utilities must indicate the depth of the
General Conditions
Revised: 7/20/22
GC-21 of 75
excavation at the location of the test (i.e., cut to flow line [if applicable], depth to bottom
or top of pipe, etc.). Density tests must be numbered sequentially. If the minimum number
of tests has not been performed per the written QCTP, this must be stated in the weekly
summary report with an explanation of the circumstances.
4.7.1.10
The City will maintain a copy of the Project test results and weekly reports in the Project
file. In cases where quality control activities do not comply with the Agreement provisions,
the City may:
a. Order the Contractor to replace ineffective or unqualified quality control
personnel.
b. Order the Contractor to stop operations until appropriate corrective action is
taken.
4.7.1.11
Although minimum testing requirements are specified herein, the Contractor bears full
responsibility for the quality of the materials and their installation and may elect to
perform additional testing beyond the requirements set forth herein to ensure compliance.
4.7.1.12
The Quality Control requirements contained in this Section are in addition to and separate
from Quality Assurance Testing, which will be performed by the City of Chandler or its
representative. If the Quality Assurance test results are not in agreement with the Quality
Control test results, the Contractor will have the option to retain a third party consultant for
referee tests. The third party consultant must meet the same requirements as the
consultant performing the Quality Control Testing. The results of the third party will be
binding. All cost incurred by the referee testing will be the Contractor’s expense. If the
Contractor elects not to retain a third party for referee testing, the City of Chandler test
results will prevail.
4.7.1.13
Except as otherwise noted within this Section, Work or materials required by this Section are
non- pay items. Per MAG Section 101, a non-pay item is an item of Work for which no
separate payment will be made, the cost of which is to be included as an incidental cost
for associated item(s) included on the Bid Schedule or Schedule of Values.
4.7.2
Trade Names and Substitutions.
4.7.2.1
Substitutions prior to bid will only be considered if in compliance with Arizona Revised
Statute § 34-104.
4.7.2.2
Contractor, if requested by City, must submit Samples or any additional information that
may be necessary to evaluate the acceptability of the substitution.
4.7.2.3
City will make the final decision and will notify Contractor in writing as to whether the
substitution has been accepted or rejected.
4.7.2.4
If City does not respond within 15 working days, Contractor must continue to perform the
Work in accordance with the Agreement Documents and the substitution will be considered
rejected.
4.7.3
Shop Drawings.
4.7.3.1
Contractor must prepare and submit Shop Drawings which show details of all Work to insure
proper installation of the Work using those materials and equipment specified under the
approved Plans and Specifications.
General Conditions
Revised: 7/20/22
GC-22 of 75
4.7.3.2
Contractor must submit a schedule of Shop Drawing submissions, which avoids bulk
submissions to the extent reasonably possible, with the Project Schedule for City approval.
The schedule of Shop Drawing submissions must include all of the items for which Shop
Drawings are required by the Agreement Documents, including the Specifications. Unless
otherwise noted, Shop Drawings will not be required for items specified or detailed in
the Uniform Standard Specifications and Details or the Technical Specifications.
4.7.3.3
Shop Drawings must be numbered consecutively for each Specification section and must
accurately and distinctly present the following:
a. All working and erection dimensions.
b. Arrangements and sectional views.
c. Necessary details, including complete information for making connections
between work under this Agreement and work under other Agreements.
d. Kinds of materials and finishes.
e. Parts list and description thereof.
4.7.3.4
Each Drawing or page must include:
a. Project Name, City of Chandler Project Number and descriptions.
b. Submittal date and space for revision dates.
c. Identification of equipment, product or material.
d. Name of Contractor and Subcontractor.
e. Name of Supplier and Manufacturer.
f.
Relation to adjacent structure of material.
g. Physical dimensions clearly identified.
h. ASTM and Federal Specifications references.
i.
Identification of and justification for deviations from the Agreement
Documents.
j.
Contractor’s stamp, initialed or signed, dated and certifying the review
of submittal, certification of field measurements and compliance with
Agreement.
k. Location at which the equipment or materials are to be installed.
4.7.3.5
Location will mean both physical location and location relative to other connected or
attached material. City will return unchecked any submittal, which does not contain
complete data on the Work and full information on related matters.
4.7.3.6
Stock or standard drawings will not be accepted for review unless full identification and
supplementary information is shown thereon in ink or typewritten form.
4.7.3.7
Contractor must schedule, prepare and submit all Shop Drawings in accordance with a time-
table
that will allow its suppliers and manufacturers sufficient time to fabricate,
manufacture, inspect, test and deliver their respective products to the project Site in a
timely manner so as to not delay the complete performance of the Work.
General Conditions
Revised: 7/20/22
GC-23 of 75
4.7.3.8
If the Shop Drawings show departures from the Agreement requirements, Contractor
must make specific mention thereof in the Letter of Transmittal; otherwise review of such
submittals by City will not constitute review of the departure. Review of the Drawings will
constitute review of the specific subject matter for which the Drawings were submitted
and not of any other structure, material, equipment, or apparatus shown on the Drawings.
4.7.3.9
The review of Shop Drawings will be general and will not relieve Contractor of responsibility
for the accuracy of such Drawings, nor for the proper fitting and construction of the Work,
nor for the furnishing of materials or Work required by the Agreement. No construction
called for by Shop Drawings will be initiated until such Drawings have been reviewed and
approved by City.
4.7.3.10
The procedure in seeking review of the Shop Drawings will be as follows:
a. Contractor must submit complete sets of Shop Drawings and other
descriptive data as specified in this Section.
b. After Contractor’s submittal or resubmittal of Shop Drawings, if Contractor
has submitted Shop Drawings in accordance with the City-approved
submittal schedule, or upon resubmission, City will be provided with three
(3) calendar weeks for review. Should City require additional review time
above and beyond the three (3) calendar weeks, Contractor may ask for a
time extension or monetary compensation, if they can present valid, factual
evidence that actual damages were incurred by Contractor. City will
determine
the amount of the time extension or the monetary
compensation to be awarded Contractor, if any, in accordance with City’s
Policy Statement for Calculating Delays and Damages, Appendix 1.
4.7.3.11
Contractor will be responsible for all extra costs incurred by City caused by Contractor’s
failure to comply with the procedure outline above.
4.7.4
Long Lead Time Items. Contractor must submit Shop Drawings, as required by the Engineer,
on all long lead items to be furnished and installed as part of the project within 10 Days
after the date of the executed Agreement letter issued by City. In addition,
Contractor must order all long lead items to be furnished and installed as part of this
Project within 3 Days after receiving approved Shop Drawings. For all long lead times for
which Shop Drawings are not required, Contractor must order said long lead items within
15 Days after the date of the executed Agreement letter issued by City. Within 2 Days
after ordering long lead items, Contractor must supply copies of all purchase orders,
along with an accurate delivery schedule from the supplier.
4.7.5
Construction Water. If Contractor uses water from City’s water system for construction
water, Contractor must obtain a fire hydrant meter from City of Chandler Utility Services
(480-782-2280) and all construction water must be obtained through the hydrant meter.
Contractor must pay all fees related to the hydrant meter and all water bills for construction
water. All cost for meters and construction water will be included in the Agreement Price.
4.8
PROJECT RECORD DOCUMENTS
4.8.1
During the construction period, Contractor must maintain at the jobsite a full-size set of
prints of the Construction Document Drawings and Shop Drawings for Project Record
Document purposes.
General Conditions
Revised: 7/20/22
GC-24 of 75
4.8.2
Contractor must mark these Drawings to indicate the actual installation where the installation
varies from the original Construction Documents. Contractor must give particular attention
to information on elements that will be concealed, which would be difficult to identify or
measure and record later. Items required to be marked include but are not limited to:
a. Dimensional changes to the Drawings.
b. Revisions to details shown on Drawings.
c. Locations and depths of underground utilities.
d. Revisions to routing of piping and conduits.
e. Actual equipment locations.
f.
Changes made by Change Order or Addendum.
g. Details not on original Agreement Drawings.
4.8.3
Contractor must mark completely and accurately Project Record Drawing sets of
Construction Documents.
4.8.4
Contractor must mark Project Record Drawings sets with red erasable colored pencil.
4.8.5
Contractor must note Request for Information (RFI) Numbers and Change Order numbers,
etc., as required to identify the source of the change to the Construction Documents.
4.8.6
Contractor must submit Project Record Drawing sets and Shop Drawings to City or its
representative for review and comment.
4.8.7
Upon receipt of the reviewed Project Record Drawings from City, Contractor must correct
any deficiencies and omissions to the Drawings and submit the final original of the Project
Record Drawings to City prior to Final Payment.
4.8.8
Project Manager will review the Project Record Drawings monthly prior to the date
established for the Payment Request and will be the sole judge of acceptance of these
Drawings.
4.9
WARRANTY AND CORRECTION OF DEFECTIVE WORK
4.9.1
Contractor warrants to City that the construction, including all materials and equipment
furnished as part of the Work, will be new unless otherwise specified in the Agreement
Documents, of good quality, and free of defects in materials and workmanship. Contractor’s
warranty obligation excludes defects caused by abuse, alterations, or unreasonable failure
to maintain the construction by persons other than Contractor, subcontractors, or others
under Contractor’s control. Nothing in this warranty will limit any manufacturer’s warranty
which provides City with greater warranty rights than set forth herein or in the Agreement.
Contractor will provide City with all manufacturers’ warranties and operation and
maintenance manuals upon substantial completion of the Work. Contractor’s warranty
must be for one (1) year, in accordance with MAG Specification § 108.8, and will commence
for all portions of the Work upon Final Acceptance of the entire Work as determined by City
under the Agreement. All statutory or other warranties, express or implied, related to latent
defects will remain in force and are not limited by this provision.
4.9.2
City May Stop the Work. If the Work is defective, or Contractor fails to supply sufficient
skilled workmen or suitable materials or equipment, City may order Contractor to stop the
General Conditions
Revised: 7/20/22
GC-25 of 75
Work without cost to City, or any portion thereof, until the cause for such order has been
eliminated; however, this right of City to stop the Work will not give rise to any duty on the
part of City to exercise this right for the benefit of Contractor or any other party.
4.9.3
Correction or Removal of Defective Work.
4.9.3.1
If required by City, Contractor must promptly, without cost to City and as specified by City,
either correct any defective Work, whether or not fabricated, installed or completed, or, if
the Work has been rejected by City, remove it from the Site and replace it with non-defective
Work. Contractor must correct any Work which may be displaced in correcting, removing or
replacing defective Work. No compensation will be allowed Contractor for such removal,
replacement or remedial Work. Contractor must reimburse City for costs incurred by City
due to such correction or removal including but not limited to additional expenses for
inspection, testing or observation and for repeated reviews by the City or Design
Professional.
4.9.3.2
Upon failure on the part of the Contractor to comply within a reasonably prompt time with
any written order of City to correct or remove defective Work, City has authority to cause
nonconforming materials or rejected Work to be remedied, removed, or replaced at the
Contractor's expense and to deduct the costs from any moneys due or to become due the
Contractor.
4.9.4
City May Correct Defective Work. If Contractor fails within a reasonable time after written
notice of City to proceed to correct defective Work or to remove and replace rejected Work
as required by City or if Contractor fails to perform the Work in accordance with the
Agreement Documents (including any requirements of the progress schedule), City may,
after 7 Days' written notice to Contractor, correct and remedy any such deficiency. To the
extent necessary to complete corrective and remedial action, City may exclude Contractor
from all or part of the Work, and suspend Contractor's services related thereto, take
possession of Contractor's tools, appliances, construction equipment and machinery at the
Site and incorporate in the Work all materials and equipment stored at the Site or for which
City has paid Contractor, but which are stored elsewhere. Contractor must allow City, city
representatives, agents and employees such access to the Site as may be necessary to
enable City to exercise City’s rights under this Section. All direct and indirect costs of City in
exercising such rights will be charged against Contractor in an amount verified by City
representative, and a Change Order will be issued incorporating the necessary revisions in
the Agreement Documents and a reduction in the Agreement Price. Such direct and indirect
costs will include, in particular but without limitation, compensation for additional
professional services required and all costs of repair and replacement of Work or others
destroyed or damaged by correction, removal or replacement of Contractor's defective
Work. Contractor will not be allowed an extension of the Agreement Time because of any
delay in Contractor’s performance of the Work attributable to the exercise by City or City's
rights hereunder.
4.9.5
Correction or Removal of Unauthorized Work.
4.9.5.1
Any Work done beyond the lines and grades shown on the Drawings or established by the
Design Professional or any changes in, additions to, or deductions from the Work done
without written authority will be considered as unauthorized and will not be paid for. Work
so done may be ordered remedied, removed, or replaced at the Contractor's expense.
4.9.5.2
Upon failure on the part of the Contractor to comply promptly with any order of the City,
General Conditions
Revised: 7/20/22
GC-26 of 75
City will have authority to cause unauthorized Work to be remedied, removed, or replaced
at the Contractor's expense and to deduct the costs from any moneys due or to become
due the Contractor.
4.9.6
Correction Period - One Year Guarantee.
4.9.6.1
If, within one year after the date of Final Acceptance, or such longer period of time as may
be prescribed by law or by the terms of any applicable special guarantee required by the
Agreement Documents, or by any specific provision of the Agreement Documents, any Work
is found to be defective, Contractor must promptly, without cost to City and in accordance
with City's written instructions, either correct such defective Work, or, if it has been rejected
by City, remove it from the Site and replace it with non-defective Work. If Contractor does
not promptly comply with the terms of such instructions, or in an emergency where delay
would cause serious risk of loss or damage, City may have the defective Work corrected or
the rejected Work removed and replaced, and all direct and indirect costs of such removal
and replacement, including compensation for additional professional services, must be paid
by Contractor. Such action by the City will not relieve the Contractor of the guarantees
required by this Section or elsewhere in the Agreement Documents.
4.9.6.2
If, in the opinion of the City, defective Work creates a dangerous condition or requires
immediate correction or attention to prevent further loss to the City or to prevent
interruption of operation of the City, the City will attempt to give the notice required by this
Section. If the Contractor cannot be contacted or does not comply with the City's request
for correction within a reasonable time as determined by the City, the City may,
notwithstanding the provisions of this Section, proceed to make such correction or provide
such attention; and the costs of such correction or attention will be charged against the
Contractor. Such action by the City will not relieve the Contractor of the guarantees
required by this Section or elsewhere in the Agreement Documents.
4.9.6.3
This Section does not in any way limit the guarantee on any items for which a longer
guarantee is specified or on any items for which a manufacturer or supplier gives a
guarantee for a longer period. The Contractor agrees to act as co-guarantor with such
manufacturer or supplier and must furnish the City all appropriate guarantee or warranty
certificates upon completion of the Project. No guarantee period, whether provided for in
this Section or elsewhere, will in any way limit the liability of Contractor or their sureties or
insurers under the indemnity or insurance provisions of these General Conditions and the
Project Specific Special Conditions.
4.9.7
Acceptance of Defective Work.
4.9.7.1
If, instead of requiring correction or removal and replacement of defective Work, City may
accept Work when in the best interest of the City to do so with appropriate monetary credit
from Contractor. If any such acceptance occurs prior to final payment, a Change Order will
be issued incorporating the necessary revisions in the Agreement Documents, including
appropriate reduction in the Agreement Price; or, if the acceptance occurs after final
payment, an appropriate amount must be paid by Contractor to City.
4.9.7.2
Alternatively, City may require Contractor to furnish at Contractor's expense, a special
performance guarantee or other surety prior to acceptance of defective work.
4.9.8
The Warranty period begins on the Final Acceptance date noted in the Certificate of
Completion, irrespective of early completion by some Subcontractors of their work.
General Conditions
Revised: 7/20/22
GC-27 of 75
4.9.9
Contractor’s warranty obligation must be in accordance with MAG Specifications.
4.9.10
Nothing in the warranties contained in the Agreement Documents are intended to limit any
manufacturer’s warranty which provides City with greater warranty rights than set forth
in this Section or the Agreement Documents. Contractor must provide City with all
manufacturers’ warranties
prior to Substantial Completion, if applicable, or Final
Acceptance.
4.9.11
Contractor agrees that it will be responsible to manage and administer the correction of any
Work that is not in conformance with the Agreement Documents during the warranty
periods set forth in this Section, or during any longer periods to the extent required by the
Agreement Documents. A progress payment, or partial or entire use or occupancy of the
Project by City, will not constitute acceptance of Work not in accordance with the Agreement
Documents.
4.9.12
When notified of a warranty issue, Contractor must respond in writing within 48-hours and
must perform warranty Work as soon as material for said repairs are available (as judged
solely by City), and in any event Contractor must, take immediate steps to commence and
complete correction of nonconforming Work no later than the time period set forth in
City’s written notification in accordance with the Agreement Documents. This includes the
correction, removal or replacement of the nonconforming Work and any damage caused
to other parts of the Work affected by the nonconforming Work. If defects develop which
are determined by City to be an emergency, City will notify Contractor, via the most
expeditious means regarding the nature and condition of the defects. In turn, Contractor
must immediately dispatch necessary forces to correct the defect or the emergency
condition in accordance with Agreement Documents.
4.9.13
The time periods referenced in this Section apply only to Contractor’s obligation to
correct nonconforming Work and is not intended to constitute a period of limitations for any
other rights or remedies that City may have regarding Contractor’s other obligations under
the Agreement Documents.
4.9.14
Without limiting the foregoing or anything in these General Conditions or the Agreement
to the contrary, Contractor must obtain and provide to City all warranties for any portion
of the Project offered by the manufacturer, installer or provider thereof. City and the user
of the facility will have the right to the full value and benefit of all such warranties.
Contractor must ensure all such warranties are fully transferrable to facilitate the full value
of this Section.
4.9.15
Contractor’s warranty excludes damages or defects caused by abuse, alterations to the Work
not executed by or through Contractor, improper or insufficient maintenance, improper
operation, or normal wear and tear and normal usage.
4.9.16
In the event of any noncompliance with this entire Section 4, City may require Contractor to
stop or suspend the Work in whole or in part.
SECTION 5 - CITY RESPONSIBILITIES
5.1
CITY PROJECT MANAGER AND INSPECTORS
5.1.1
Project Manager is responsible for providing City-supplied information and approvals in a
timely manner to assist Contractor to fulfill its obligations under the Agreement Documents.
General Conditions
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GC-28 of 75
5.1.2
Project Manager will also provide Contractor with prompt notice when it observes any
failure on the part of Contractor to fulfill its contractual obligations, including any default
or defect in the Project or non-conformance with the Drawings and Specifications.
5.1.3
City may utilize Field Inspectors to assist Project Manager during construction in
observing performance of Contractor. City’s use of Inspectors is for the purpose of assisting
Project Manager.
5.1.4
The Inspectors are authorized to inspect all Work and materials furnished. Such inspections
may extend to all or part of the Work and to preparation, fabrication or manufacture of the
materials to be used. The Inspectors have the authority to issue instructions contrary to
the Construction Documents if approved and coordinated with the directions of Project
Manager.
5.1.5
The Inspectors have the authority to reject work or materials until any questions at issue can
be decided by Project Manager.
5.1.6
The use of Inspectors by City will not make City responsible for or give City control
over construction means, methods, techniques, sequences or procedures or for safety
precautions or programs or responsibility for Contractor’s failure to perform the Work in
accordance with Agreement Documents. The Inspectors are not authorized to direct any of
Contractor’s activities, employees or Subcontractors.
5.2
DESIGN PROFESSIONAL SERVICES
City may contract separately with one or more Design Professionals to provide
construction administration of the Project. The Design Professional’s Agreement, as well as
other firms hired by City may be furnished to Contractor. Contractor does not have the right
to limit or restrict or reject any Agreement modifications that are mutually acceptable to City
and Design Professional.
5.3
CIT Y ’S SEP AR AT E CONT R ACT ORS
City is responsible for all work performed on the Project or at the Site by separate
contractors retained by City. City will contractually require its separate contractors to
reasonably cooperate with, and reasonably coordinate their activities so as not to interfere
with Contractor in order to enable Contractor to timely complete the Work consistent with
the Agreement Documents. Contractor must immediately notify the Project manager,
and address the matter in the next monthly status report, if any activities of such separate
contractors are expected to interfere, or are interfering, with Contractor and such
interference will or could result in any delay in Contractor’s performance of the Work.
5.4
PERMIT REVIEW AND INSPECTIONS
5.4.1
If requested by Contractor, Project Manager will provide assistance and guidance in
obtaining necessary reviews, permits and inspections.
5.4.2
The regulating agencies of City, such as Development and Sustainability, Fire and
Planning Departments, enforce legal requirements. The enforcement activities of City are
independent and separate from this Agreement.
5.5
PLANS AND SPECIFICATIONS TO THE CONTRACTOR.
Contractor will be provided up to five copies of the Agreement Documents as are
reasonably necessary for the execution of the Work. Additional copies will be furnished,
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upon request, at the cost of reproduction.
SECTION 6 - AGREEMENT TIME
6.1
AGREEMENT TIME
6.1.1
The Agreement Time will start with the Notice to Proceed (“NTP”) and end with Final
Acceptance.
6.1.2
Beginning on the date of the NTP, Contractor must begin to fulfill Contractor’s obligations
under the Agreement. Contractor’s obligations include providing City and other
agencies with any submittals required by the Project Specific Special Provisions, including
but not limited to, an approved Project Schedule, Traffic Control Plans, and a Stormwater
Pollution Prevention Plan. Contractor must submit all such required submittals before
any physical construction work commences on the Site. NTP does not authorize
construction work until all a greement insurance, bonds, and schedules are submitted to
and accepted by the City.
6.1.3
The Agreement Time will be as set forth in the Project Schedule. Contractor agrees that
it will commence performance of the Work and complete the Project through both
Substantial Completion and Final Acceptance within the Agreement Time.
6.1.4
Time is of the essence of this Agreement, for the Project, for the Work, and for each phase
and designated Milestone thereof.
6.1.5
Failure of Contractor to perform any covenant or condition contained in the Agreement
Documents within the time periods specified herein, will constitute a material breach of this
Agreement entitling City to terminate the Agreement unless Contractor applies for and
receives an extension of time, in accordance with the procedures set forth in the Agreement
Documents.
6.1.6
Failure of City to insist upon the performance of any covenant or condition within the time
periods specified herein, will not constitute a waiver of Contractor’s duty to perform every
other covenant or condition within the designated periods, unless a specific waiver is
granted in writing for each such covenant or condition.
6.1.7
City’s agreement to waive a specific time provision or to extend the time for performance
will not constitute a waiver of any other time provisions contained in the Agreement
Documents. Failure of Contractor to complete performance promptly within the additional
time authorized in the waiver or extension of time agreement constitutes a material breach
of this Agreement entitling City to all the remedies set forth herein or provided by law.
6.2
PROJECT SCHEDULE
6.2.1
The Project Schedule must be in Microsoft Project standard file format, must be updated and
maintained throughout the Agreement Time, and must contain the following:
6.2.1.1
Detailed representation of all activities for the project, both on-site construction and major
procurement. All significant activities together with the resource loading requirements for
each and all items appearing on the schedule of values or bid schedule for progress
payments must be shown on the Project Schedule or in attached transmittal letter as
described in Section 6.2.8.
General Conditions
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6.2.1.2
Dependencies between activities must be indicated so that it may establish as to the effect
the progress of any one activity would have on other activities and on the Schedule.
6.2.1.3
Activities for submission, review, and approval of all required submittals.
6.2.1.4
An amount of time will be established prior to the final completion date for “punch list and
cleanup”. No other activities will be scheduled during this period. Punch list and cleanup
must be shown on the Project Schedule and must be entirely completed prior to the
expiration of the Agreement Time.
6.2.2
Within 10 Days of receipt of City’s comments, Contractor must make all required
corrections, adjustments, and additions to complete the Project Schedule and resubmit to
City for review. City’s review of and response to the Project Schedule is for the purpose of:
(1) City planning and staffing for the Project as may be required from time to time; (2)
ensuring Contractor’s general conformance with the scheduling requirements of the
Agreement Documents and completion of the Project within the Agreement Time; and (3)
monitoring and evaluating the construction status for purposes of approving monthly
progress payments. Acceptance of a submitted schedule by City should in no way be
construed as an affirmation or admission that the schedule is reasonable or workable by
Contractor. The responsibility for completing the Work on the Project within the
Agreement Time remains the obligation of Contractor. City’s review does not relieve
Contractor from compliance with the requirements of the Agreement Documents or
be construed as relieving Contractor of its complete and exclusive control over the
means, methods, sequences and techniques for executing the work.
6.2.3
The Project Schedule must show milestones, including milestones for City-furnished
information, and must include activities for City-furnished material and construction by
other contractors when those activities are interrelated with Contractor activities.
6.2.4
The Project Schedule must be revised as required by conditions and progress of the Work,
but such revisions do not relieve Contractor of its obligations to complete the Work
within the Agreement Time, as adjusted in accordance with the Agreement Documents.
No modification to the Agreement Documents or the Agreement Time will be effective
unless approved in advance by City.
6.2.5
For all items of materials and equipment that are critical or may require long lead times to
acquire, the Project Schedule must show dates for submission, review and approval of
submittals, ordering, and delivery.
6.2.6
An updated Project Schedule must be submitted monthly to City as part of the Payment
Request. The monthly submittal must include one full size plot of the entire schedule and
one electronic copy containing the schedule in Microsoft Project standard file format. In
addition, Contractor must, upon request by City, provide a copy of all submitted schedule
data in electronic
format which must be clearly labeled with the Project description,
scheduling program name and version number, and schedule print/data date.
6.2.7
Contractor must provide City with a monthly status report with each Project Schedule
detailing the progress of the Work, including: (i) if the Work is proceeding according to
schedule, (ii) any discrepancies, conflicts, or ambiguities found to exist in the Agreement
Documents that require resolution, and (iii) other information detailing items that require
resolution so as not to jeopardize the ability to complete the Work in the Agreement Time.
General Conditions
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6.2.8
With each Project Schedule submittal, Contractor must include a transmittal letter
including the following:
a. Description of problem tasks, referenced to field instructions or requests
for information (RFI’s), as appropriate.
b. Current and anticipated delays including:
(i)
Cause of the delay.
(ii)
Corrective action and schedule adjustments to correct the delay.
(iii)
Known or potential impacts and their delay on other activities,
milestones, and their impact on the Substantial Completion and
Final Acceptance dates.
(iv)
Changes in construction sequence.
c. Pending items and status thereof including but not limited to:
(i) Time Extension requests;
(ii)
Substantial Completion date status;
(iii)
Final Acceptance date status.
d. If ahead of schedule, the number of calendar Days ahead.
e. If behind schedule, the number of calendar Days behind.
f.
Other Project or scheduling concerns.
6.2.9
Critical Path Method (CPM).
6.2.9.1
Unless otherwise specified in the Agreement, the Project Schedule must include a Critical
Path
Method (CPM) diagram schedule showing the sequence of activities, the
interdependence of each activity and identifies the Critical Path.
6.2.9.2
The CPM diagram schedule must be in calendar Days and indicate duration, earliest and
latest start and finish dates for all activities, and total Float Times for all activities except
critical activities. The CPM diagram must be presented in a time scaled graphical format for
the Project as a whole.
6.2.9.3
The CPM diagram schedule must indicate all relationships between activities.
6.2.9.4
The activities making the Project Schedule must contain sufficient detail to assure that
adequate planning has been done for proper execution of the Work and such that it provides
an appropriate basis for monitoring and evaluation the progress of the Work. Individual
activities must not exceed 30 Days in length, in most cases.
6.2.9.5
The CPM diagram schedule must be based upon activities, which coincide with the Schedule
of Values.
6.2.9.6
The CPM diagram schedule must show all submittals associated with each work activity and
the review time for each submittal.
6.2.10
Float Time.
6.2.10.1
The total Float Time within the overall schedule is for the exclusive use of City, but City
may approve Contractor’s use of Float as needed to meet Agreement Milestones and
General Conditions
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GC-32 of 75
the Project completion date.
6.2.10.2
Contractor will not be allowed to sequence, hide, or reallocate Float Time through
such strategies, as extending activity duration estimates to consume available Float, using
preferential logic, or using extensive crew/resource sequencing, tec. No time extensions
will be granted nor delay damages paid until a delay occurs which extends the Work beyond
the Agreement Time.
6.2.11
City-Caused Delays. City-caused delays on the Project, if any, may be offset by City-caused
time savings (i.e., Critical Path submittals returned in less time than allowed by the
Agreement, approval of substitution requests and credit changes which result in savings of
time to Contractor, etc.) In such an event, Contractor will not be entitled to receive a time
extension or delay damages until all City-caused time savings are exceeded and the
Agreement Time is also exceeded.
6.2.12
Rain-Related Delays. Contractor is required, in preparing the Project Schedule to take into
account all relevant weather conditions, including normal rainfall and distribution. No
additional compensation will be given for any rain-related delays or impacts on the Work
or the Project Schedule. No time extension will be granted in the Project Schedule unless
the rainfall during the construction of Work is unusually severe, was not reasonably
anticipated, and the total rainfall was significantly in excess of the normal rainfall for the
Project Site location. Normal rainfall for the Project will be determined from the 10-year
average rainfall for the Site as measured by the National Oceanic and Atmospheric
Administration or comparable source of reliable information for rainfall in Chandler,
Arizona. In addition, the excessive rainfall must have actually impacted Work activities on
the Critical Path and caused delay beyond any remaining Float at the time of the rain- caused
delay. The burden of documenting normal rainfall, the excessive rainfall and the impact on
Critical Path activities is on Contractor. All other provisions in the Agreement Documents
relating to claims, including without limitation notice requirements, apply to any claim by
Contractor for a rain delay.
6.2.13
City’s “Policy Statement for Calculating Delays and Damages,” Appendix 1 to these
General Conditions, will apply to all claims of delay and delay damages.
6.2.14
Force Majeure. If Contractor is delayed or prevented from the performance of any Work
required under this Agreement by reason of acts of God or other causes beyond the control
and without fault of Contractor (financial inability excepted), performance of that Work will
be excused, but only for the period of the delay. The time for performance of the Work will
be extended for a period equivalent to the period of delay. In addition, the parties agree if
Contractor’s delayed or suspended performance directly arises out of or directly results
from the COVID-19 pandemic, Contractor’s delayed or suspended performance may be
excused as set forth in this clause. Provided, however; Contractor must give the City written
notice within 30 days of the occurrence of the event giving rise to COVID-19 pandemic
related delayed or suspended performance. For COVID-19 pandemic related delay or
suspended performance, the parties must agree in writing to the length of the excused
delay or suspended performance. Further, Contractor must obtain the City’s written
approval to use any allowance established as part of the project for delays and costs related
to the COVID-19 pandemic.
6.3
SUBSTANTIAL COMPLETION
6.3.1
When Contractor considers that the Work, phase or a portion thereof, which City agrees in
General Conditions
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GC-33 of 75
writing to accept separately, is substantially complete, City will prepare and submit to
Contractor a comprehensive Punch List of items to be completed or corrected prior to Final
Acceptance and Final Payment. Failure to include an item on such Punch List does not alter
the responsibility of Contractor to complete all Work in accordance with the Agreement
Documents.
6.3.2
Upon receipt of Contractor’s Punch List, Project Manager will make an inspection to
determine whether the Work or designated portion thereof is substantially complete.
Project Manager may, at Project Manager’s sole option, be assisted in such inspection by
the Design Professional for the Project. If the inspection by the Project Manager discloses
any item, whether or not included on Contractor’s Punch List, which is not sufficiently
completed in accordance with the Agreement Documents so that City can occupy or utilize
the Work, phase or designated portion thereof for its intended use, Contractor must,
before issuance of the Certificate of Substantial Completion, complete or correct such
item upon notification by Project Manager. In such case, Contractor must then submit a
request for another inspection by Project Manager to determine Substantial Completion.
6.3.3
Certificate of Substantial Completion.
6.3.3.1
The Project Manager will not issue a Certificate of Substantial Completion unless and until
the Work (or separable units or Phases as provided in the Agreement Documents) is
essentially and satisfactorily complete in accordance with the Agreement Documents, such
that the Project is ready for use by City for its intended purpose, opening to the general
public, full occupancy or use by City (including, without limitation, all separate units, or
rooms, facilities, access, income-generating areas, and all areas serving the general public,
as applicable, must be ready for full-operation
without material inconvenience or
discomfort), including, to the extent applicable to the Work, the following: all materials,
equipment, systems, controls, features, facilities, accessories and similar elements are
installed in the proper manner and in operating condition, inspected and approved;
surfaces have been painted; masonry and concrete cleaned with any sealer or other finish
applied; utilities and systems connected and functioning; site work complete; permanent
heating,
ventilation, air condition, vertical transportation and other systems properly
operating with proper controls; lighting and electrical systems installed, operable and
controlled; paving completed, signage installed, and other Work as applicable, has
been performed to a similar state of essential and satisfactory completion. A minor
amount of Work, as determined by and at the discretion of the Project Manager, such
as installation of minor accessories or items, a minor amount of painting, minor
replacement of defective work, minor adjustment of controls or sound
systems, or
completion or correction of minor exterior work that cannot be completed as a result of
weather conditions, will not delay determination of Substantial Completion. If prior
written approval is obtained from City for purposes of Substantial Completion, specified
areas of the entire Work or Project may be individually certified as Substantially
Complete. In no event will Substantial Completion be deemed to have occurred unless
and until: (i) a temporary certificate of occupancy has been issued by the appropriate
Governmental Authorities (as applicable) and (ii) all terms and Work required under this
Agreement have been fulfilled by Contractor and same will have also been approved and
accepted by City, subject only to the Punch List items.
6.3.3.2
If requested by City, Contractor must complete and turn-over to City the Project on a phased
basis. Each phase will have a separate inspection by the Project Manager, a Punch List
generated, and then an inspection by City with final approval and acceptance only after the
General Conditions
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GC-34 of 75
Project Manager’s Punch List.
6.4
PARTIAL UTILIZATION
6.4.1
City at City’s option may use and occupy any substantially completed parts of the Work
which has specifically been identified in the Agreement Documents, or which City, the
Design Professional and Contractor agree constitutes a separately functioning and usable
part of the Work that can be used by City for its intended purpose, without significant
interference with Contractor’s performance of the remainder of the Work, provided,
however, if the portion of the Work to be used or occupied has not been found to be
substantially complete, City must do so in accordance with Section 6.3 prior to such
occupancy.
6.4.2
In lieu of the issuance of a Certificate of Substantial Completion as to part of the Work, City
may take over operation of a facility constituting part of the Work whether or not it is
substantially complete if such facility is functionally and separately usable; provided that
prior to any such takeover, City and Contractor agree in writing as to the division of
responsibilities between City and Contractor for security, operation, safety, maintenance,
correction period, heat, utilities and insurance with respect to such facility.
6.4.3
Substantial Completion of or City's beneficial occupancy of a part of the Project will not alter
the fact that the one-year warranty for the whole Project starts at the date of Final
Completion of the whole Project.
6.5
FINAL ACCEPTANCE
6.5.1
Unless otherwise expressly agreed to in writing by City, Final Acceptance must be obtained
by no later than 30 Days (60 Days for federally funded agreements) after the date of Substantial
Completion. Failure to timely obtain Final Acceptance will be a material breach of the
Agreement.
6.5.2
Upon receipt of written notice that the Work is ready for final inspection and acceptance, City
and Contractor will jointly inspect to verify that the remaining items of Work have been
completed. There will be no partial acceptance. Final Acceptance will not occur until all
items of Work, including Punch List Items, have been completed to City’s satisfaction as
reflected in the written Final Acceptance.
6.5.3
Final Payment will not be due, owing, or paid by City until Final Acceptance is issued.
6.5.4
Landscape Establishment Period. Unless otherwise expressly agreed to in writing by City, the
Landscape Establishment Period will begin on the date of Final Acceptance of the Project and
will run 90 Calendar Days thereafter. Landscape Establishment Period requirements are
detailed in General Conditions Appendices, attached herein.
6.6
CONTINUATION OF WORK
6.6.1
Permitting Contractor to continue and finish the Work or any part of it after the time fixed
for its completion (whether milestone, phase, Substantial Completion or Final Acceptance)
or after the date to which the time fixed for any completion may have been extended, does
not operate as a waiver by City of any rights under the Agreement Documents, law or equity.
6.6.2
Furthermore, the timely completion of the Work being of the utmost importance under
this Agreement, notwithstanding the existence of one or more disputes between the parties
General Conditions
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GC-35 of 75
concerning the scope of the Work, the Project Schedule, Agreement Time, payments or any
other matter, and further notwithstanding a party’s invocation of the Dispute Resolution
provisions specified in Appendix 6 of these General Conditions, unless City suspends
the Agreement or Contractor’s performance pursuant to Section 10 of these General
Conditions, Contractor will continue to prosecute the Work, including any Change Order
work or Extra Work Orders, in a diligent and timely manner and not stop, slow down or
impede by action or inaction the progress of the Work, including commencing performance
of and thereafter completing any additional work called out in any Change Order or Extra
Work Order issued by Project Manager with the approval of City, so long as City makes
payment to Contractor in accordance with Section 8 of these General Conditions.
SECTION 7 - AGREEMENT PRICE
7.1
UNIT PRICE AGREEMENTS
7.1.1
The Agreement Price for all Unit Price Agreements will be the amount set forth in the
Agreement or Change Order multiplied by the verified quantity provided.
7.1.2
Measurements of quantities to determine the total Agreement Price must be in accordance
with MAG Specification §§ 109.1 and 109.2.
7.1.3
The Unit Price may only be changed as set forth in Section 9 below.
7.2
CHANGE ORDERS
7.2.1
Unit Price Change Orders. The Change Order Price for all Unit Price Change Orders will be
the amount set forth in the Change Order multiplied by the verified quantity provided.
7.2.2
Measurements of quantities to determine the total Change Order Price must be in
accordance with MAG Specifications §§ 109.1 and 109.2.
7.2.3
The Unit Price may only be changed as set forth in Section 9 below.
7.2.4
MAG Specification § 109.4.1 is modified as follows: Before § 109.4.1, the following is added:
Any deduction or increase in the Agreement Price must be supported by a signed,
written Change Order fully executed by City, and supported by such backup as the Project
Manager may require.
7.3
SALES TAX
Contractor is required to pay all applicable sales tax in accordance with the law of the state of
Arizona and this cost must be included in all Agreement Prices. When equipment, materials
or supplies generally taxable to Contractor are eligible for a tax exemption due to the nature
of the Project, Contractor must assist City in applying for and obtaining such tax credits and
exemptions which will be paid or credited to City.
SECTION 8 - PAYMENT
8.1
PAYMENT FOR CONSTRUCTION SERVICES
8.1.1
Payment for the Work will be made in accordance with MAG Standard Specification § 109
as amended below.
8.1.2
Contractor must submit to City for review a completed Contractor Payment Request signed
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by Contractor, covering the Work completed as of the date of the Request and accompanied
by such supporting documentation as is required by the Agreement Documents and also
as City may reasonably require. A Contractor Payment Request will not be considered
complete unless it is accompanied by an updated Project Schedule and a certification that
the on-site, red lined, as built Drawings are up to date. If payment is requested on the basis
of materials and equipment not incorporated in the Work but delivered and suitably,
securely stored at the Site or at another location (such as a bonded warehouse) agreed to
in writing, the Contractor Payment Request must also be accompanied by such data,
satisfactory to City, as will establish City's title to the material and equipment and protect
City's interest therein, including applicable insurance. Each subsequent Contractor Payment
Request must include an affidavit of Contractor stating that all previous progress payments
received on account of the Work have been applied to discharge in full all of Contractor's
obligations reflected in prior Contractor Payment Requests.
8.1.3
Except for Work performed under a JOC Agreement, the Contracting Agency will retain 10
percent of all estimates as a guarantee for complete performance of the Agreement in
accordance with Arizona Revised Statutes Section 34-221 or 34-607. The Contractor may
elect to deposit securities in lieu of retention in accordance with Arizona Revised Statutes
Section 34-221, Paragraph C.5. or 34-607, Paragraph B.5.
8.1.4
The payment process functions as follows: Prior to the payment cycle date, Contractor must
send a draft Contractor Payment Request to Project Manager. The Project Team will review
the Request and agree upon any necessary adjustments. Contractor must certify the final
Request by signing and returning to Project Manager.
8.1.5
When construction of the Project is fifty percent (50%) completed, Contractor may
request payment of one-half of the retention pursuant to A.R.S. § 34-609(B)(3), subject to all
of City’s rights to withhold or offset payments, and other rights of City, under the Agreement.
8.1.6
City reserves the right under A.R.S. § 34-609(B)(3) to reinstate the ten percent (10%) retention
if City determines that satisfactory progress is not being made.
8.1.7
Contractor’s Warranty of Title.
8.1.7.1
Contractor warrants and guarantees that title to all Work, materials and equipment covered
by any Contractor Payment Request, whether incorporated in the Project or not, will pass
to City at the time of payment, free and clear of all liens, claims, security interests, and
encumbrances, provided that this will not preclude the Contractor from installing metering
devices or other equipment of utility companies or municipalities, the title of which is
commonly retained by the utility company or municipality.
8.1.7.2
No materials, supplies, or equipment for the Work under this Agreement will be purchased
subject to any chattel mortgage or under a conditional sale contract or other agreement by
which an interest therein, or any part thereof, is retained by the seller or supplier.
8.1.7.3
Nothing contained in this Section will defeat or impair the right of such persons furnishing
materials or labor under any bond given by the Contractor for their protection, or any right
under any law permitting such persons to look to funds due the Contractor in the hands of
the City. The provisions of this Section must be inserted in all subcontracts and material
agreements, and notices of its provision must be given to all persons furnishing materials
for the Work when no formal agreement is entered into for such materials.
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8.2
PAYMENT UPON SUBSTANTIAL COMPLETION
8.2.1
No payment will be made upon Substantial Completion, except for a regularly-scheduled
monthly progress payment, as allowed by Section 8.2.2.
8.2.2
No further payments will be made to Contractor until Final Acceptance.
8.3
FINAL PAYMENT
8.3.1
Subject to all of City’s rights to withhold or offset payment, and other rights under the
Agreement, Final Payment including remaining retainage will be paid only after:
a. Work has been fully completed (including completion of all incorrect or
incomplete work items) and the written Final Acceptance has been issued by
City;
b. Necessary operating manuals, any excess materials and supplies necessary
for matching materials and supplies incorporated into the Work,
acceptable sewer video results (if applicable), and complete “as-built”
Drawings (including the Building Information Model, if required by the
Agreement Documents) have been delivered to City, as specified in this
Section 8.3;
c. Full and unconditional lien waivers and releases by Contractor and any
person performing labor or supplying material, machinery, fixtures, or tools
for the Work have been delivered to Contractor;
d. All conditions and requirements imposed by City or any financing entity
for the corresponding disbursement have been met; and
e. Contractor delivers to City a Contractor Payment Request requesting Final
Payment.
8.3.2
Contractor must also submit a signed copy of Contractor’s Affidavit Regarding Settlement
of Claims, Appendix 3 to these General Conditions, and Certificate of Completion, Appendix 7
to these General Conditions, prior to Final Payment.
8.3.3
In addition, if required under the Project Specific Special Provisions, Contractor must
compile a complete equipment list and maintenance manual to be submitted to City
as a precondition to Final Payment. The list must include the following items for all
equipment supplied under the Plumbing, Electrical, Air Conditioning, Elevator, and other
Special Equipment Specifications:
a. Name, Model and Manufacturer.
b. Complete parts lists and Drawings.
c. Local source of supply for replacement parts along with suppliers’ telephone
numbers.
d. Local service organizations serving the equipment and their telephone
numbers.
e. All tags, inspection slips, instruction packages, etc., removed from
equipment must be properly identified as to pieces of equipment from
which they were taken.
General Conditions
Revised: 7/20/22
GC-38 of 75
8.3.4
Contractor must also deliver to City, prior to Final Payment, one (1) digital (in the format
specified by City), and if requested by City, one (1) hard copy, of any applicable
Maintenance manuals. Each manual must include all manufacturer’s operation and
maintenance instructions and “as-built” Drawings with the list herein specified. It must also
include all other diagrams and instructions necessary to properly operate and maintain the
equipment, the name, address and telephone number of Contractor and all Subcontractors
involved.
8.4
CIT Y ’S RIGHT TO WITHHOLD PAYMENT
City may withhold payment to such extent as may be necessary in City’s opinion to protect
City from loss for which Contractor is responsible, including, without limitation, if any of
the following conditions exist:
a. Defective Work not remedied;
b. Third party claims filed or reasonable evidence indicating probable filing of
such claims unless security acceptable to City is provided by Contractor;
c. Failure of Contractor to make payments properly to Subcontractors or for
labor, materials or equipment;
d. Reasonable evidence that the Work cannot be completed for the unpaid
balance of the Agreement Price;
e. Damage to City or another Contractor;
f.
Reasonable evidence that the Work will not be completed within the
Agreement Time, and that the unpaid balance would not be adequate to
cover actual or liquidated damages for the anticipated delay;
g. Failure to carry out the Work in accordance with the Agreement Documents;
or
h. Contractor is in default of any of its other obligations under the Agreement
Documents.
8.5
JOINT/DIRECT CHECKS
To promote the timely completion and progress of the Work or when appropriate and
necessary, payments to Contractor may be made jointly to Contractor and its employees,
agents, Subcontractors and suppliers, or any of them. For federally funded agreements,
see federal provisions for additional requirements for the joint check process.
8.6
PAYMENT NOT A WAIVER
No payment (nor use or occupancy of the Project by City) will be deemed acceptance or
approval of the Work or as a waiver of any claims, rights, or remedies of City.
8.7
LIENS AND BOND CLAIMS
Contractor must make all payments, in the time required, of all labor and materials
furnished to Contractor in the course of the Work and must promptly furnish evidence of
such payments as City may require. Contractor must pay when due all claims arising out of
performance of the Work covered by this Agreement for which a lien may be filed either
against the real estate or leasehold interest of City, or against payments due from City to
Contractor, or for which a claim may be made against any payment or performance bond
or both. To the fullest extent permitted by law, Contractor agrees that no liens or other
claims in the nature of a lien against the real estate, leasehold, or other interest of City,
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against payment due from City to Contractor, or against any payment or performance
bond, must be filed or made in connection with the Work by any party who has supplied
professional services, labor, materials, machinery, fixtures, tools, or equipment used in or
in connection with the performance of this Agreement, and Contractor agrees to remove or
to cause to be removed any such liens or claims in the nature of a lien or bond claim within
10 Days upon receiving notice or obtaining actual knowledge of the existence of such liens
or claim. In addition, Contractor agrees to defend, indemnify, and hold harmless City
from and against any and all such liens and claims. This paragraph does not apply to claims
and liens of Contractor due to non-payment for work performed.
8.8
FIN AN CI AL R ECORDKE EPI NG AND C IT Y ’S AUD I T RIGHT
8.8.1
Records for all Agreements between City and Contractor must, upon reasonable notice, be
open to inspection and subject to audit, scanning, and reproduction during normal
business working hours. Such audits may be performed by any City’s representative or any
outside representative engaged by City for the purpose of examining such records. City or
its designee may conduct such audits or inspections throughout the term of this Agreement
and for a period of five years after Final Payment or longer if required by law. City’s
representatives may (without limitation) conduct verifications such as counting employees
at the Site, witnessing the distribution of payroll, verifying information and amounts through
interviews and written confirmations with Contractor employees, field and agency labor,
Subcontractors, and vendors.
8.8.2
Contractor’s “records” must include any and all information, materials and data of every kind
and
character, including without limitation, records, books, papers, documents,
subscriptions, recordings, agreements, purchase orders, leases, contracts, commitments,
arrangements, notes daily diaries, superintendent reports, drawings, receipts, vouchers and
memoranda, and any and all other agreements, sources of information and matters that
may in City’s judgment have any bearing on or pertain to any matters, rights, duties or
obligations under or covered by any Agreement Document. Such records must include (hard
copy, as well as computer readable data if it can be made available), written policies and
procedures; time sheets; payroll registers; payroll records; cancelled payroll checks;
subcontract files (including proposals of successful and unsuccessful bidders, bid recaps,
negotiation notes, etc.); original bid estimates; estimating work sheets; correspondence;
Change Order files (including documentation covering negotiated settlements); back-
charge logs and supporting documentation; invoices and related payment documentation;
general ledger, information detailing cash and trade discounts earned, insurance rebates
and dividends; and any other Contractor records which may have a bearing on matters of
interest to City or the Project in connection with Contractor’s dealings with City or the
Project (all foregoing
hereinafter referred to as “records”) to the extent necessary to
adequately permit evaluation and verification of any or all of the following:
a. Compliance with Agreement requirements for deliverables;
b. Compliance with approved Plans and Specifications;
c. Compliance with § 14.9 below;
d. Compliance with Agreement provisions regarding the pricing of Change
Orders;
e. Accuracy of Contractor representations regarding the pricing of invoices; or
f.
Accuracy of Contractor representations related to claims submitted by
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Contractor or any of their employees.
8.8.3
Contractor must require all payees (examples of payees include Subcontractors, Suppliers,
Insurance Carriers, etc.) to comply with the provisions of this Section by including the
requirements hereof in a written agreement between Contractor and payee. Contractor will
ensure that all payees (including those entering into lump sum agreements) have the same
right to audit provisions contained in this Agreement included in their agreements with
Contractor.
8.8.4
City’s authorized representative(s) (including, without limitation, Project Manager) must have
reasonable access to Contractor’s facilities, must be allowed to interview all current or former
employees to discuss matters pertinent to the performance of this Agreement and must be
provided adequate and appropriate work space, in order to conduct audits in compliance
with this Section.
8.8.5
If an audit inspection or examination in accordance with this Section, discloses overpricing
or overcharges to City (of any nature) by Contractor or Contractor’s Subcontractors in excess
of $100,000 in addition to making adjustments for the overcharges, the reasonable actual
cost of City’s audit must be reimbursed to City by Contractor. Any adjustments or payments
which must be made as a result of any such audit or inspection of Contractor’s invoices or
records must be made within a reasonable amount of time (not to exceed 90 Days) from
presentation of City’s findings to Contractor.
8.8.6
In addition to the normal paperwork documentation Contractor typically furnishes to City,
Contractor agrees to furnish, upon written request from City, any of the documentation
necessary for City to exercise its audit rights under this Section 8.8 in computer readable file
formats (Word, Excel, or .pdf), as City may designate.
8.8.7
City, its authorized representative, and the appropriate agency, reserve the right to
audit Contractor’s records in compliance with local, state or federal policies, statutes
or at City’s discretion, within three (3) years of Final Acceptance of the Work.
SECTION 9 - CHANGES TO THE AGREEMENT
9.1
FIELD ORDERS
City may authorize minor changes in the Work not involving an adjustment in the
Agreement Price or the Agreement Times, which are consistent with the overall intent of
the Agreement Documents. These may be accomplished by a written Field Order on the
standard form approved and executed by City. Such Field Orders must be binding and
Contractor must perform the change promptly. If Contractor believes that a Field Order
justifies an increase in the Agreement Price or Agreement Time, Contractor may make a
claim therefor as provided in Section 7.2.
9.2
EXTRA WORK/CHANGES IN THE WORK
9.2.1
City reserves the right to make such changes in the Plans and Specifications for the Work,
as it may deem appropriate and any such change as set forth in a written Change Order
must be deemed a part of this Agreement as if originally incorporated herein.
9.2.2
In the event City and Contractor cannot agree on the terms of a Change Order, or
when circumstances otherwise require, the Project Manager has the authority to direct the
Contractor to perform extra work, if the work in question is an item not provided for in the
General Conditions
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GC-41 of 75
Agreement as awarded. The Project Manager will have the authority to determine, based
upon factual evidence presented by the Contractor, whether the work in question is an
item not provided for in the Agreement as awarded. If the Project Manager directs the
Contractor to perform extra work, the Project Manager’s instructions will include a price
that the Contractor cannot exceed in charging the City for the extra work. Upon receipt of
the Project Manager’s directions to perform extra work, the Contractor must promptly
proceed with the extra work and document the actual cost thereof. Contractor’s right to
payment for extra work will be determined under Subsection 9.2.4 below. The Contractor is
responsible to manage the extra work to ensure that the price limits set by the Project
Manager are not exceeded. Contractor must perform the extra work and submit
documentation for the actual cost of the extra work to the City. A Change Order will be
issued to cover this work.
9.2.3
Contractor will not be entitled to payment for extra work unless a written Change Order, in
form and content prescribed by City, has been executed by City. On all requests for Change
Orders, Contractor must specify the increased or decreased costs and whether it
believes any extensions of time will be necessary to complete its Work as modified by the
Change Order. If extra work is performed under Subsection 9.2.2 above, a corresponding
Change Order will be prepared, approved and processed by City before payment can be
made to Contractor.
9.2.4
In general, pricing for Change Orders will include the same mark-up percentages that were
in effect when the Agreement was awarded. The cost or credit to the City resulting from a
change in the Work is subject to Appendix 1 (Policy Statement for Calculating Delays and
Damages) and will be determined, based on the type of pricing for the Agreement involved,
as follows:
a. By mutual acceptance of a lump sum properly itemized in a form acceptable
to City;
b. By unit prices stated in the Agreement Documents;
c. When the City determines that a Unit Price Book Job Order associated with
a Job Order Agreement requires a Change Order, by using the same Total
Cost Data and CCI that are in effect when the Change Order is anticipated to
be issued; or
d. By actual cost and a percentage fee covering overhead and profit, as follows:
(i)
Contractor will perform the extra work and be compensated for actual
cost of labor, materials and equipment.
(ii)
Contractor will have the right to add the fee percentage applicable
to the Work under the Agreement, or if no such fee has been agreed
to by the parties, not more than five percent (5%) to the
Subcontractor’s prices for authorized extra work performed solely
by Subcontractors. Such percentage will include all of Contractor’s
charges for overhead, profit, administration and supervision.
(iii)
Contractor or Subcontractor will have the right to add the fee
percentage applicable to Work under the Agreement for self-
performed extra work, or if no such fee has been agreed to by the
parties, Contractor’s or Subcontractor’s maximum total allowable
additions for overhead, profit, administration and supervision will
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GC-42 of 75
not exceed ten percent (10%) of actual verifiable labor, materials
and equipment for such self- performed extra work.
9.2.5
Any agreement which modifies the terms of the Agreement (including Change Orders)
will be approved in writing by the Project Manager. Once properly executed by both
parties, these modifications to the Agreement will have the same effect as if they had been
included in the original Agreement.
9.3
ACCURACY OF CHANGE ORDER PRICING INFORMATION
9.3.1
Subject to Sections 9.3.2 through 9.3.4, signature by the contracting parties constitutes full
accord and satisfaction between City and Contractor for all costs, damages, and expenses
of whatever kind of nature, including delay, impact or acceleration damages, which may be
occasioned by a Change Order of other modification of the Agreement agreed to in writing.
9.3.2
Accurate Change Order Pricing Information: Contractor agrees that it is responsible for
submitting accurate cost and pricing data to City to support its Fixed Price, Unit Price, or
Cost Plus Change Order Proposals or other Agreement Price adjustments under the
Agreement. Contractor further agrees to submit Change Order proposals with cost and
pricing data which is accurate, complete, current, and in accordance with the terms of
the Agreement with respect to pricing of change orders. Contractor agrees that any “buy-
out savings” on Change Orders will accrue 100% to Owner. “Buy-out savings” are defined
as any savings negotiated by the Contractor with a Subcontractor or a Material Supplier
after receiving approval of a Change Order amount that was designated to be paid to a
specific Subcontractor or Supplier for the Approved Change Order work.
9.3.3
Right to Verify Change Order Pricing Information: Contractor agrees that City, through
its designated representative, will have the right to examine, copy, and scan the records
of the Contractor, Subcontractor or Sub-Subcontractor’s records (during the Agreement
period and up to three years after final payment is made on the Agreement) to verify
the accuracy and appropriateness of the pricing data used to price all Change Order
proposals or claims. Contractor agrees that if City determines the cost and pricing data
submitted (whether approved or not) was inaccurate, incomplete, not current, or not in
compliance with the terms of the Agreement regarding pricing of Change Orders, an
appropriate Agreement Price adjustment will be made. Such post-approval Contact Price
adjustments will apply to all levels of contractors and Subcontractors and to all types of
Change Order proposals, specifically including Fixed Price, Unit Price, and Cost Plus Change
Orders.
9.3.4
Requirements for Detailed Change Order Pricing Information: Contractor agrees to
provide a detailed breakdown of allowable labor and labor burden cost (i.e., base wage
rate of applicable classifications of workers, payroll taxes, and insurance and benefits
costs). This information will be used to evaluate the potential cost of labor and labor burden
related to Change Order work. It is intended that this information represent an accurate
estimate of the Contractor’s actual labor and labor burden cost components. Information
is not intended to establish fixed billing or Change Order pricing labor rates. However, at the
time Change Orders are priced, the submitted cost data for labor rates may be used to price
Change Order work. The accuracy of any such agreed upon labor rate cost components
used to price Change Orders will be subject to later audit. Approved Change Order
amounts may be adjusted later to correct the impact of inaccurate labor cost
components if the agreed upon labor cost components are determined to be inaccurate.
General Conditions
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GC-43 of 75
9.4
EMERGENCIES
In any emergency affecting the safety of persons or property, Contractor will act, at its
discretion, to prevent threatened damage, injury or loss. Any change in the Agreement Price
or Agreement Time resulting from emergency work will be determined as provided in this
Section.
9.5
DIFFERING SITE CONDITIONS
9.5.1
If Differing Site Conditions are encountered at the Project Site, then notice by the observing
party must be given to the other party promptly before conditions are disturbed (to the extent
practicable) and in no event later than 14 Days after first observance of the conditions.
City will promptly investigate such conditions and, if City determines that Differing Site
Conditions exist and they materially cause an increase in the cost of, or time required for,
performance of any part of the Work, Contractor will be entitled to equitable adjustment
in the Agreement Price or Construction Schedule (and other time requirements), or both.
If it is determined by City that the conditions at the Project Site are not Differing Site
Conditions and no change is justified, then City will so notify Contractor in writing, stating the
reasons. Claims in opposition to such determination must be made within 14 Days after
City has given notice of its decision. If City and Contractor cannot agree on an adjustment
in the Agreement Price or Construction Schedule (and other time requirements), the
adjustment may be submitted to dispute resolution as provided these General Conditions.
9.6
CHANGES IN LAWS, REGULATIONS, OR LEGAL REQUIREMENTS OR TAXES
In the event of a material change in applicable Laws, Regulations, or Legal Requirements, or
taxes subsequent to the date of the Agreement by the parties, Contractor may be entitled
to a Change Order, in City’s discretion, to the extent Contractor can document to the
satisfaction of City that such change significantly increases Contractor’s actual cost of
performance of the Work.
SECTION 10 -SUSPENSION AND TERMINATION
10.1
SUSPENSION
City may suspend the Agreement and Contractor’s performance in accordance with MAG
Specifications § 105.1 and 108.7.
10.2
TERMINATION BY THE CITY FOR CAUSE
10.2.1
MAG Specifications § 108.11 applies to the Agreement.
10.2.2
City may also terminate the Agreement if City determines, in its sole discretion that
Contractor has:
a. After prior written notice, refused or failed to supply enough properly skilled
workers or proper materials;
b. After prior written notice, failed to make payment to Subcontractors for
materials or labor in accordance with the respective agreements between
Contractor and the Subcontractors;
c.
After prior written notice, disregards laws, ordinances, or rules, regulations or
orders of a public authority having jurisdiction;
d. After prior written notice, repeatedly failed to comply with written directives
from City;
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GC-44 of 75
e. Is adjudged as bankrupt or insolvent;
f.
Made a general assignment for the benefit of creditors;
g. Appointed a trustee or receiver for itself or any of its property;
h. Filed a petition to take advantage of any debtor's act, or to reorganize under
the bankruptcy or similar laws; or
i.
Otherwise breached a provision of the Agreement Documents or any other
Agreement between City and Contractor.
10.2.3
When any of the above reasons exist, City may terminate the Agreement, without prejudice
to any other rights or remedies of City, after giving Contractor and Contractors’ surety, if
any, 7 Days written notice of City’s intent to terminate the Agreement and Contractor’s
failure to cure any such reasons. Upon such termination, City may: (1) take possession of
the Site and of all materials thereon owned by Contractor; or (2) finish the Work by whatever
reasonable method City may deem expedient. When City terminates the Agreement for one
of the reasons state above, Contractor will not be entitled to receive further payment until
the Work is finished. If the unpaid balance of the Agreement Price existing at the time of
such termination exceeds the costs and expenses of finishing the Work and any other
damages incurred by City, such excess will be paid to Contractor. If such costs, expenses
and damages exceed such unpaid balance, Contractor must pay the difference to City. This
obligation for payment will survive termination of the Agreement.
10.3
TERMINATION BY CITY FOR CONVENIENCE
City may also terminate the Agreement at any time for its convenience upon 7 Days written
notice to Contractor specifying the termination date. In the event of termination which is
not the fault, in whole or in part, of Contractor, City will pay to Contractor only such
compensation, including reimbursable expenses, due for Work properly performed on
the Project prior to the termination date. Upon any termination of the Agreement, no
further payments will be due from City to Contractor.
10.4
A.R.S. § 38-511
The Agreement is subject to, and may be terminated by City in accordance with, the
provisions of A.R.S. § 38-511.
SECTION 11 -INSURANCE AND BONDS
11.1
INSURANCE REQUIREMENTS
11.1.1
After Agreement award, the Contractor must furnish the City a certificate of insurance on a
standard insurance industry ACORD form. The ACORD form must be issued by an insurance
company authorized to transact business in the State of Arizona possessing a current A.M.
Best, Inc. rating of A-7, or better and legally authorized to do business in the State of Arizona
with policies and forms satisfactory to City. Provided, however, the A.M. Best rating
requirement may not be deemed to apply to required Worker’s Compensation coverage.
11.1.2
The Contractor and any of its Subcontractors must procure and maintain, until all of their
obligations have been discharged, including any warranty periods under this Agreement are
satisfied, the insurances set forth below.
11.1.3
The insurance requirements set forth below are minimum requirements for this Agreement
and in no way limit the indemnity covenants contained in this Agreement.
General Conditions
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GC-45 of 75
11.1.4
The City in no way warrants that the minimum insurance limits contained in this Agreement
are sufficient to protect Contractor from liabilities that might arise out of the performance
of the Agreement services under this Agreement by Contractor, its agents, representatives,
employees, or Subcontractors and the Contractor is free to purchase any additional
insurance as may be determined necessary.
11.1.5
Failure to demand evidence of full compliance with the insurance requirements in this
Agreement or failure to identify any insurance deficiency will not relieve the Contractor
from, nor will it be considered a waiver of its obligation to maintain the required insurance
at all times during the performance of this Agreement.
11.1.6
Use of Subcontractors: If any Work is subcontracted in any way, the Contractor must
execute a written agreement with Subcontractor containing the same Indemnification
Clause and Insurance Requirements as the City requires of the Contractor in this
Agreement. The Contractor is responsible for executing the Agreement with the
Subcontractor and obtaining Certificates of Insurance and verifying the insurance
requirements.
11.2
MINIMUM SCOPE AND LIMITS OF INSURANCE
11.2.1
The Contractor must provide coverage with limits of liability not less than those stated
below.
11.2.1.1
Commercial General Liability-Occurrence Form. Contractor must maintain “occurrence”
form Commercial General Liability insurance with a limit of not less than $2,000,000 for each
occurrence, $4,000,000 aggregate. Said insurance must also include coverage for products
and completed operations, independent contractors, personal injury and advertising injury.
If any Excess insurance is utilized to fulfill the requirements of this paragraph, the Excess
insurance must be “follow form” equal or broader in coverage scope than underlying
insurance.
11.2.1.2
Automobile Liability-Any Automobile or Owned, Hired and Non-Owned Vehicles. Contractor
must maintain Business/Automobile Liability insurance with a limit of $1,000,000 each
accident on Contractor owned, hired, and non-owned vehicles assigned to or used in the
performance under this Agreement. If any Excess or Umbrella insurance is utilized to fulfill
the requirements of this paragraph, the Excess or Umbrella insurance must be “follow
form” equal or broader in coverage scope than underlying insurance.
11.2.1.3
Workers Compensation and Employers Liability Insurance. Contractor must maintain
Workers Compensation insurance to cover obligations imposed by federal and state
statutes having jurisdiction of Contractor employees engaged in the performance of Work
under this Agreement and must also maintain Employers’ Liability insurance of not less than
$1,000,000 for each accident and $1,000,000 disease for each employee.
11.2.1.4
Builders’ Risk/Installation Floater Insurance. The Contractor bears all responsibility for loss
to all equipment or Work under construction. Unless waived in writing by the City the
Contractor will purchase and maintain in force Builders’ Risk/Installation Floater insurance
on the entire Work until completed and accepted by the City. This insurance will be Special
Causes of Loss policy form, (minimally including perils of fire, flood, lightning, explosion,
windstorm and hail, smoke, aircraft and vehicles, riot and civil commotion, theft, vandalism,
malicious mischief, and collapse), completed value, replacement cost policy form equal to
the Agreement Price and all subsequent modifications. The Contractor’s Builders’
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GC-46 of 75
Risk/Installation Floater insurance must be primary and not contributory.
a. Builders’ Risk/Installation Floater insurance must cover the entire Work
including reasonable compensation for architects and engineers’ services
and expenses and other “soft costs” made necessary by an insured loss.
Builders’ Risk/Installation Floater insurance must provide coverage from the
time any covered property comes under the Contractor’s control and or
responsibility, and continue without interruption during course of
construction, renovation and or installation, including any time during which
any Project property or equipment is in transit, off Site, or while on Site for
future use or installation. Insured property must include, but not be limited
to, scaffolding, false work, and temporary buildings at the Site. This
insurance must also cover the cost of removing debris, including demolition
as may be legally required by operation of any law, ordinance, regulation or
code.
b. The Contractor must also purchase and maintain Boiler and Machinery
insurance with the same requirements as Builders’ Risk/Installation Floater
insurance cited above if the Work to be performed involves any exposures
or insurable property normally covered under a Boiler and Machinery
insurance policy or made necessary as required by law or testing
requirements in the performance of this Agreement. The Contractor will be
responsible for any and all deductibles under these policies and the
Contractor waives all rights of recovery and subrogation against the City
under the Contractor- Builders’ Risk/Installation Floater insurance described
herein.
c. Builders’ Risk/Installation Floater Insurance must be maintained until
whichever of the following first occurs: (i) final payment has been made; or,
(ii) until no person or entity, other than the City, has an insurable interest in
the property required to be covered.
d. The Builders’ Risk/Installation Floater insurance must be endorsed so that
the insurance will not be canceled or lapse because of any partial use or
occupancy by the City.
e. The Builders Risk/Installation Floater insurance must include as named
insureds, the City, the Contractor, and all tiers of Subcontractors and others
with an insurable interest in the Work who will be named as additional
insureds unless they are able to provide the same level of coverage with the
City and Contractor named as additional insureds. Certificates must contain
a provision that the insurance will not be canceled or materially altered
without at least 30 Days advance notice to the City. The City must also be
named as a Loss Payee under the Builders’ Risk/Installation Floater coverage.
f.
The Builders Risk/Installation Floater insurance must be written using the
Special Causes of Loss policy form, replacement cost basis.
g. All rights of subrogation under the Builders Risk/Installation Floater
insurance are, by this Agreement, waived against the City, its officers,
officials, agents and employees.
h. The Contractor is responsible for payment of all deductibles under the
Builders’ Risk/Installation Floater insurance policy.
General Conditions
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GC-47 of 75
11.2.1.5
Pollution Liability Insurance (Including Errors and Omissions). For Job Orders, Pollution
Liability Insurance is only required if applicable and determined on a project specific basis.
Contractor must maintain Pollution Liability Insurance with a limit of not less than
$5,000,000 per loss, $5,000,000 aggregate for losses caused by pollution conditions
including coverage for bodily injury, property damage, defense costs, clean-up costs, and
completed operations that arise from the operations of Contractor as described in this
Agreement.
a. The policy must provide for complete professional service coverage,
including coverage for pollution liability that is a result of a breach of
professional duties.
b. The policy must provide for protection again claims for third-party bodily
injury, property damage, or environmental damage caused for pollution
conditions resulting from general contracting activities for which Contractor
is legally liable.
c. The policy must provide for cleanup costs when mandated by governmental
entities, when required by law, or as a result of third-party claims.
d. Completed Operations Coverage must be kept in place for up to the statute
of repose.
e. The policy must be endorsed to include the following additional insured
language: “City, its elected officials, trustees, employees, agents, and
volunteers must be named as additional insureds with respect to liability
arising out of the activities performed by, or on behalf of Contractor”.
f.
If Work under this Agreement requires the transportation of any hazardous
material or regulated substances, Contractor must carry Auto Liability with a
CA 9948 endorsement or equivalent.
g. If Work under this Agreement requires the disposal of any hazardous
materials from the job site, Contractor must obtain a certificate of insurance
for Pollution Legal Liability from the disposal site operator with a limit of not
less than $5,000,000 per loss, $5,000,000 aggregate.
11.3
ADDITIONAL POLICY PROVISIONS REQUIRED
11.3.1
Self-Insured Retentions or Deductibles. Any self-insured retentions and deductibles must
be declared and approved by the City. If not approved, the City may require that the insurer
reduce or eliminate any deductible or self-insured retentions with respect to the City, its
officers, officials, agents, employees, and volunteers.
11.3.2
The Contractor’s insurance must contain broad form contractual liability coverage.
11.3.3
The Contractor's insurance coverage must be primary insurance with respect to the City, its
officers, officials, agents, and employees. Any insurance or self-insurance maintained by
the City, its officers, officials, agents, and employees will be in excess of the coverage
provided by the Contractor and must not contribute to it.
11.3.4
The Contractor's insurance must apply separately to each insured against whom claim is
made or suit is brought, except with respect to the limits of the insurer's liability.
11.3.5
Coverage provided by the Contractor must not be limited to the liability assumed under the
General Conditions
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GC-48 of 75
indemnification provisions of this Agreement.
11.3.6
The policies must contain a severability of interest clause and waiver of subrogation against
the City, its officers, officials, agents, and employees, for losses arising from Work
performed by the Contractor for the City.
11.3.7
The Contractor, its successors and or assigns, are required to maintain Commercial General
Liability insurance as specified in this Agreement for a minimum period of 3 years following
completion and acceptance of the Work. The Contractor must submit a Certificate of
Insurance evidencing Commercial General Liability insurance during this 3 year period
containing all the Agreement insurance requirements, including naming the required
Additional Insureds set forth herein.
11.3.8
If a Certificate of Insurance is submitted as verification of coverage, the City will reasonably
rely upon the Certificate of Insurance as evidence of coverage but this acceptance and
reliance will not waive or alter in any way the insurance requirements or obligations of this
Agreement.
11.3.9
Insurance Cancellation During Agreement Term.
11.3.9.1
If any of the required policies expire during the life of this Agreement, the Contractor must
forward renewal or replacement Certificates to the City within 10 Days after the renewal
date containing all the required insurance provisions.
11.3.9.2
Each insurance policy required by the insurance provisions of this Agreement must provide
the required coverage and must not be suspended, voided or canceled except after 30 Days
prior written notice has been given to the City, except when cancellation is for non-payment
of premium, then 10 Days prior notice may be given. Such notice must be sent directly to
Chandler Law-Risk Management Department, Post Office Box 4008, Mailstop 628, Chandler,
Arizona 85225. If any insurance company refuses to provide the require notice, the
Contractor or its insurance broker must notify the City of any cancellation, suspension, non-
renewal of any insurance within 7 Days of receipt of insurers’ notification to that effect.
11.3.10
City as Additional Insured. The above-referenced policies are to contain, or be endorsed to
contain, the following provisions:
11.3.10.1
The Commercial General Liability and Automobile Liability policies are to contain, or be
endorsed to contain, the following provisions: The City, its officers, officials, agents, and
employees are additional insureds with respect to liability arising out of activities performed
by, or on behalf of, the Contractor including the City's general supervision of the Contractor;
Products and Completed Operations of the Contractor; and automobiles owned, leased,
hired, or borrowed by the Contractor.
11.3.10.2
The City, its officers, officials, agents, and employees must be additional insureds to the full
limits of liability purchased by the Contractor even if those limits of liability are in excess of
those required by this Agreement.
11.4
BONDS AND OTHER PERFORMANCE SECURITY
11.4.1
After Agreement award, Contractor must provide a Performance Bond and a Payment
Bond, each in an amount equal to the full amount of the Agreement Price.
11.4.2
Each such bond must be executed by a surety company or companies holding a Certificate
General Conditions
Revised: 7/20/22
GC-49 of 75
of Authority to transact surety business in the State of Arizona, issued by the Director of the
Arizona Department of Insurance and must be named in the current list of "Companies
Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable
Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff Bureau of
Accounts, U.S. Treasury Department. A copy of the Certificate of Authority must accompany
the bonds. The Certificate must have been issued or updated within two (2) years prior to
the execution of this Agreement. The bonds must be written or countersigned by an
authorized representative of the surety who is either a resident of the state of Arizona or
whose principal office is maintained in this state, as by law required.
11.4.3
The bonds must be made payable and be acceptable to City. The bond forms for the
performance and payment bonds must be in the forms required under A.R.S. § 34-221, et.
Seq., as in Appendices 4 and 5 of these General Conditions.
11.4.4
Upon the request of any person or entity appearing to be a potential beneficiary of bonds
covering payment of obligations arising under the Agreement Documents, Contractor must
promptly furnish a copy of the bonds or must permit a copy to be made.
11.4.5
All bonds submitted for this Project must be provided by a company which has been rated AM
Best rating of A- or better for the prior four quarters by the latest edition of the ‘Results
Best’s Key Rating Guide (Property/Casualty)” published by the A.M. Best Company.
11.4.6
Personal or individual bonds are not acceptable.
11.4.7
If the surety on any Bond furnished by Contractor is declared a bankrupt or becomes
insolvent, or Contractor’s right to do business is terminated in any state where any part of
the Project is located, or it ceases to meet the requirements of this Section 11.4, Contractor
must within 5 Days thereafter substitute another Bond and surety, both of which must be
acceptable to City.
SECTION 12 - INDEMNIFICATION
12.1
To the extent permitted by law, the Contractor and its owners, officers, directors, agents,
employees, and subconsultants (collectively "lndemnitor") must indemnify, save, and hold
harmless the City and its officers, officials, agents, and employees (collectively "lndemnitee")
from any and all claims, actions, liabilities, damages, losses, or expenses (including court
costs, attorneys' fees, and costs of claim processing, investigation, and litigation) (collectively
"Claims") caused or alleged to be caused, in whole or in part, by the negligent, reckless,
wrongful, or willful acts, errors, or omissions of Indemnitor in connection with this
Agreement. This indemnity includes any Claim or amount arising out of or recovered under
workers' compensation laws or on account of Indemnitor's failure to conform to any federal,
state, or local law, statute, ordinance, rule, regulation, or court decree. Indemnitor must
indemnify lndemnitee from and against any and all Claims, except those arising solely from
lndemnitee's own negligent, reckless, wrongful, or willful acts, errors, or omissions.
Indemnitor is responsible for primary loss investigation, defense, and judgment costs where
this indemnification applies. In consideration of the award of this Agreement, Indemnitor
agrees to waive all rights of subrogation against lndemnitee for losses arising from or
related to this Agreement. Indemnitor's obligations under this provision survive the
termination or expiration of this Agreement.
SECTION 13 -DISPUTE RESOLUTION
General Conditions
Revised: 7/20/22
GC-50 of 75
13.1
All disputes arising out of or relating to the Agreement, the Work or the Project, other than
termination under Section 10, will be resolved pursuant to the Dispute Resolution
process set forth in Appendix 6 of these General Conditions, and not pursuant to MAG
Specifications § 110.
13.2
Contractor agrees that during any dispute between the parties, Contractor will continue to
perform its obligations under the Agreement until such dispute is resolved.
13.3
Notwithstanding any other provision in this Agreement, City has the right to immediately file
in court and pursue an action for a temporary restraining order and injunctive relief against
Contractor if City determines that such action is necessary to protect its interests under the
Agreement, to obtain specific performance of any provision of the Agreement, to advance
the completion of the Project, or to protect health, welfare and safety.
SECTION 14 - MISCELLANEOUS PROVISIONS
14.1
AGREEMENT DOCUMENTS
14.1.1
The Agreement Documents are intended to permit the parties to complete the Work
and all obligations required by the Agreement Documents within the Agreement Times for
the Agreement Price. The Agreement Documents are intended to be complementary and
interpreted in harmony so as to avoid conflict, with words and phrases interpreted in a
manner consistent with construction and design industry standards.
14.1.2
It is the intent of the Agreement Documents to describe a functionally complete Project (or
part thereof) to be constructed in accordance with the Agreement Documents. Any labor,
documentation, services, materials, or equipment that may reasonably be inferred from the
Agreement Documents or from prevailing custom or trade usage as being required to
produce the intended result must be provided by Contractor whether or not specifically
called for at no additional cost to City.
14.1.3
The Agreement Documents establish the rights and obligations of the parties and include
the Agreement, Addenda (which pertain to the Agreement Documents), Contractor's Bid or
Proposal (including documentation accompanying the Bid and any post-Bid documentation
submitted prior to Agreement award) when attached as an exhibit to the Agreement, the
accepted Project Schedule, the Notice to Proceed, the Performance Bond, the Payment
Bond, Project Design, Engineering and Specifications, these General Conditions, the Project
Specific Special Provisions, Technical Specifications, Agreement Drawings, as the same may
be more specifically identified in the Agreement, Change Orders, Work Change Directives,
Field Orders and the written interpretations and clarifications of the Design Professional or
City representative and Modifications issued after execution of the Agreement. Approved
Shop Drawings and the reports and drawings of subsurface and physical conditions are not
Agreement Documents.
14.1.4
In the event of any inconsistency, conflict, or ambiguity between or among the Agreement
Documents, the Agreement Documents will take precedence as follows from highest to
lowest: Change Orders, Addenda, Agreement, Project Specific Special Provisions, General
Conditions, Technical Specifications, Drawings/Plans, Chandler Amendments to MAG
Standard Specifications and Chandler Standard Details, and MAG Uniform Standard
Specifications and Details for Public Works Construction. If applicable to this Agreement,
Federal Provisions prevail.
General Conditions
Revised: 7/20/22
GC-51 of 75
14.1.5
On the Drawings, given dimensions will take precedence over scaled measurements and
large scale drawings over small-scale drawings.
14.1.6
Clarifications and interpretations of the Agreement Documents will be issued by the Design
Professional through the City.
14.1.7
The headings used in this Agreement or any other Agreement Documents, are for ease of
reference only and must not in any way be construed to limit or alter the meaning of any
provision.
14.1.8
The Agreement Documents form the entire agreement between City and Contractor.
No oral representations or other agreements have been made by the parties except as
specifically stated in the Agreement Documents.
14.1.9
The Agreement Documents may not be changed, altered, or amended in any way except in
writing signed by a duly authorized representative of each party in the form of a Change
Order.
14.1.10
Re-Use of Documents. Neither Contractor nor any Subcontractor, manufacturer, fabricator,
supplier or distributor will have or acquire any title to or ownership rights in any of the
Drawings, Specifications or other documents (or copies of any thereof) prepared by or
bearing the seal of the Design Professional; and they must not re-use any of them on
extensions of the Project or any other project without written consent of City and the Design
Professional and specific written verification or adaptation by the Design Professional.
14.2
REFERENCE STANDARDS
14.2.1
Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific
or by implication, will mean the standard, specification, manual, code, or Laws or
Regulations in effect at the time of opening of Bids (or on the Effective Date of the
Agreement if there were no Bids), except as may be otherwise specifically stated in the
Agreement Documents.
14.2.2
The provisions of any such standard, specification, manual or code, or any instruction of a
Supplier will not change the duties or responsibilities of City, Contractor, Design
Professional or Project Manager, or any of their Subcontractors, consultants, agents, or
employees from those set forth in the Agreement Documents, nor will any such provision
or instruction assign to City, Contractor, Design Professional, or any of their agents, or
employees any duty or authority to supervise or direct the performance of the Work or any
duty or authority to undertake responsibility inconsistent with the provisions of the
Agreement Documents.
14.3
COMPLIANCE WITH ARIZONA LAW AND FEDERAL LAW
14.3.1
Compliance with A.R.S. § 41-4401. Pursuant to the provisions of A.R.S. § 41-4401, the
Contractor hereby warrants to the City that the Contractor and each of its subcontractors
(“Subcontractors”) must comply with all Federal Immigration laws and regulations that
relate to the immigration status of their employees and the requirement to use E-Verify set
forth in A.R.S. §23-214(A).
14.3.2
A breach of the Contractor Immigration Warranty constitutes a material breach of this
Agreement and subject to penalties up to and including termination of this Agreement.
General Conditions
Revised: 7/20/22
GC-52 of 75
14.3.3
The City retains the legal right to inspect the papers of any Contractor or Subcontractor
employee who works on this Agreement to ensure that the Contractor or Subcontractor is
complying with the Contractor Immigration Warranty. The Contractor agrees to assist the
City in the conduct of any such inspections.
14.3.4
The City may, at its sole discretion, conduct random verifications of the employment records
of the Contractor and any Subcontractors to ensure compliance with Contractors
Immigration Warranty. The Contractor agrees to assist the City in performing any such
random verifications.
14.3.5
The provisions of this Article must be included in any agreement the Contractor enters into
with any and all of its subcontractors who provide services under this Agreement or any
subcontract. “Services” are defined as furnishing labor, time or effort in the State of Arizona
by a contractor or subcontractor. Services include construction or maintenance of any
structure, building or transportation facility or improvement to real property.
14.4
HAZARDOUS ENVIRONMENTAL CONDITIONS
14.4.1
Contractor will not be responsible for any Hazardous Environmental Condition uncovered
or revealed at the Site which was not shown or indicated in Drawings or Specifications or
identified in the Agreement Document to be within the scope of the Work. Contractor will
be responsible for a Hazardous Environmental Condition created with any materials
brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom
Contractor is responsible.
14.4.2
If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone
for whom Contractor is responsible creates a Hazardous Environmental Condition.
Contractor must immediately:
a. Secure or otherwise isolate such condition;
b. Stop all Work in connection with such condition and in any area affected
thereby; and
c. Notify City and promptly thereafter confirm such notice in writing.
14.4.3
City will promptly retain a qualified expert to evaluate such condition or take corrective
action, if any.
14.4.4
Contractor will be responsible for any and all civil or criminal penalties, fines, damages, or
other charges imposed by any regulatory agency or court for sewage discharges that are in
violation of applicable statutes and laws and that are a result, direct or indirect, of work
performed under this Agreement. Contractor will also be responsible for reimbursement
to City for administration, reporting, and tracking expenses required as a result of any spill
event. In the event the regulatory agency or court imposes a probationary period,
Contractor must post bond for the probationary period to ensure that all such costs are
reimbursed to City. This responsibility will apply whether penalties are imposed directly on
Contractor or any of its Subcontractors, or the City of Chandler. Contractor must defend
and indemnify City against such penalties. Regulatory agencies may include, but are not
limited to, the Arizona Department of Environmental Quality (ADEQ) and the United States
Environmental Protection Agency (USEPA).
14.5
COOPERATION AND FURTHER DOCUMENTATION
General Conditions
Revised: 7/20/22
GC-53 of 75
Contractor agrees to provide City such other duly executed documents as may be
reasonably requested by City to implement the intent of the Agreement Documents.
14.6
ASSIGNMENT
Neither Contractor nor City will, without the written consent of the other assign, transfer or
sublet any portion of this Agreement or part of the Work or the obligations required by
the Agreement Documents, any such assignment will be void, will transfer no rights to the
purported assignee, and would be a material breach of the Agreement.
14.7
SUCCESSORS
Contractor and City intend that the provisions of the Agreement Documents are binding
upon the parties, their employees, agents, heirs, successors and assigns.
14.8
LAWFUL PRESENCE
Pursuant to A.R.S. §§ 1-501 and 1-502, City is prohibited from awarding an agreement to any
natural person who cannot establish that such person is lawfully present in the United
States. To establish lawful presence, a person must produce qualifying identification and
sign a City-provided affidavit affirming the identification provided is genuine. This
requirement will be imposed at the time of agreement award. This requirement does not
apply to business organizations such as corporations, partnerships, or limited liability
companies.
14.9
NO BOYCOTT OF ISRAEL CERTIFICATION
By Contractor's signature on this Agreement, Contractor certifies under A.R.S. § 35-393.01
that Contractor is not currently engaged in and for the duration of this Agreement will not
engage in a boycott of Israel.
14.10
NO THIRD PARTY BENEFICIARY
Nothing under the Agreement Documents will be construed to give any rights or benefits
in the Agreement Documents to anyone other than City and Contractor, and all duties and
responsibilities undertaken pursuant to the Agreement Documents will be for the sole and
exclusive benefit of City and Contractor and not for the benefit of any other party, unless
otherwise expressly set forth in the Agreement Documents.
14.11
GOVERNING LAW AND VENUE
The Agreement and all Agreement Documents will be deemed to be made under, and will
be construed in accordance with and governed by the laws of the State of Arizona without
regard to the conflicts or choice of law provisions thereof. Any court action to enforce any
provision of the Agreement or to obtain any remedy with respect hereto must be brought
in the Superior Court, Maricopa County, Arizona, and for this purpose, each party hereby
expressly and irrevocably consents to the jurisdiction and venue of such Court.
14.12
SEVERABILITY
If any provision of the Agreement Documents or the application thereof to any person or
circumstance will be invalid, illegal or unenforceable to any extent, the remainder of the
affected provision, the remainder of the Agreement Documents, and the application
thereof will not be affected and will be enforceable to the fullest extent permitted by law.
14.13
LEGAL REQUIREMENTS
At all times relevant to its entry into this Agreement and performance of the Services and
the Work, Contractor must fully comply with all Laws, Regulations, or Legal Requirements
applicable to City, the Project, and the Agreement, including, without limitation, those set
General Conditions
Revised: 7/20/22
GC-54 of 75
forth on Exhibit C of the Agreement.
14.14
PARTIAL INVALIDITY
If any provision of the Agreement is held by a court of competent jurisdiction to be invalid,
void or unenforceable, the remaining provisions will nevertheless continue in full force
without being impaired or invalidated in any way.
14.15
ATTORNEYS' FEES
Should either party to the Agreement bring an action to enforce any provision of the
Agreement, the prevailing party will be entitled to recover reasonable attorneys' fees and
costs in connection therewith.
14.16
CONFLICT OF INTEREST
14.16.1
Contractor agrees to disclose any financial or economic interest with the Project property,
or any property affected by the Project, existing prior to the execution of the Agreement.
Further, Contractor agrees to disclose any financial or economic interest with the Project
property, or any property affected by the Project, if Contractor gains such interest during
the course of this Agreement. If Contractor gains financial or economic interest in the
Project during the course of this Agreement,
this may be grounds for terminating this
Agreement. Any decision to terminate the Agreement must be at the sole discretion of City.
14.16.2
Contractor will not engage the services on this Agreement of any present City employee who
was involved as a decision maker in the selection or approval processes, or who negotiated
or approved billings or Agreement Modifications for this Agreement.
14.16.3
Contractor agrees that it will not perform services on this Project for a contractor,
subcontractor, or any supplier, not covered under this Agreement.
14.17
INDEPENDENT CONTRACTOR
Contractor is and must be an independent contractor. Any provisions in the Agreement
Documents that may appear to give City the right to direct Contractor as to the details of
accomplishing the Work or to exercise a measure of control over the Work means that
Contractor must follow the wishes of City as the results of the Work only. These results
must comply with all applicable laws and ordinances.
14.18
NOTICE OF INJURY
Should City or Contractor suffer injury or damage to their person or property because of
any error, omission or act of the other party or of any of the other party's employees or
agents or others for whose acts the other party is legally liable, claim must be made in
writing to the other party within 7 Days of the first observance of such injury or damage.
14.19
CONFIDENTIALITY
Contractor, for the benefit of City, hereby agrees it will not release or cause or permit
to be released to the public any press notices, publicity (oral or written) or advertising
promotion relating to, any statement regarding, or any other public announcement or
disclosure or cause or permit to be publicly announced or disclosed, in any manner
whatsoever, the specific terms and conditions of this Agreement or any comment relating
to the Project or the Site. Notwithstanding the foregoing, Contractor will be entitled to
disclose the terms of the Agreement to the extent required by law or in the course of
enforcing or defending a claim or action hereunder. Contractor must give City reasonably
prompt notice of any disclosure or statement made pursuant to this provision.
General Conditions
Revised: 7/20/22
GC-55 of 75
14.20
DATA CONFIDENTIALITY
14.20.1
As used in the Agreement, “data” means all information, whether written or verbal, including
plans, specifications, renderings, photographs, studies, investigations, audits, analyses,
samples, reports, calculations, internal memos, meeting minutes, data field notes, work
product, proposals, correspondence and any other similar documents or information
prepared by, obtained by, or transmitted to the City in the performance of this Agreement.
14.20.2
Contractor agrees that all data, regardless of form, including originals, images, and
reproductions, prepared by, obtained by, or transmitted to City in connection with the
Contractor’s performance of this Agreement is confidential and proprietary information
belonging to City.
14.20.3
Except as specifically provided in this Agreement, Contractor or its Subcontractors must not
divulge data to any third party without prior written consent of City. Contractor or its
Subcontractors must not use data for any purposes except to perform Work required under
this Agreement. These prohibitions will not apply to the following data provided Contractor
has first given the required notice to City:
a. Data which was known to Contractor or its Subcontractors prior to its
performance under this Agreement unless such data was acquired in
connection with Work performed for City;
b. Data which was acquired by Contractor or its Subcontractors in its
performance under this Agreement and which was disclosed to Contractor
or its Subcontractors by a third party, who to the best of Contractor’s or its
Subcontractor’s knowledge and belief, had the legal right to make such
disclosure and Contractor or its Subcontractors are not otherwise required
to hold such data in confidence; or
c. Data which is required to be disclosed by virtue of law, regulation, or court
order, to which the Contractor or its Subcontractors are subject.
14.20.4
In the event the Contractor or its Subcontractors are required or requested to disclose data
to a third party, or any other information to which the Contractor or its Subcontractors
became privy as a result of any other agreement with City, the Contractor must first notify
City as set forth in this Section of the request or demand for the data. The Contractor or its
Subcontractors must give City sufficient facts so that City can be given an opportunity to
first give its consent or take such action that City may deem appropriate to protect such
data or other information from disclosure.
14.20.5
Unless prohibited by law, within 10 Days after completion of services for a third party on
real or personal property owned or leased by City, the Contractor must promptly deliver, as
set forth in this Section, a copy of all data to City. All data will continue to be subject to the
confidentiality agreements of this Agreement.
14.20.6
Contractor or its Subcontractors assume all liability for maintaining the confidentiality of
the data in its possession and agree to compensate City if any of the provisions of this
Section are violated by Contractor, its employees, agents, or Subcontractors. Solely for the
purposes of seeking injunctive relief, it is agreed that a breach of this Section will be deemed
to cause irreparable harm that justified injunctive relief in court. Contractor agrees that the
requirements of this Section will be incorporated into all subcontracts entered into by
Contractor. A violation of this Section may result in immediate termination of this
General Conditions
Revised: 7/20/22
GC-56 of 75
Agreement without notice.
14.21
SURVIVAL
All warranties, representations and indemnifications by Contractor must survive the
completion or termination of this Agreement.
14.22
COVENANTS AGAINST CONTINGENT FEES
Contractor warrants that no person has been employed or retained to solicit or secure
this Agreement upon an agreement or understanding for a commission, percentage,
brokerage, or contingent fee, and that no member of City Council, or any employee of
City has any interest, financially, or otherwise, in the firm. For breach or violation of this
warrant, City will have the right to annul the Agreement without liability or at its discretion
to deduct from the Agreement Price or consideration, the full amount of such commission,
percentage, brokerage, or contingent fee.
14.23
NO WAIVER
The failure of either party to enforce any of the provisions of the Agreement Documents or
to require performance of the other party of any of the provisions hereof must not be
construed to be a waiver of such provisions, nor will it affect the validity of the Agreement
Documents or any part thereof, or the right of either party to thereafter enforce each and
every provision.
14.24
NONEXCLUSIVE REMEDIES
The remedies set forth in this Agreement are cumulative and not exclusive, and failure to
exercise any remedy (including, without limitation, any right to terminate) will not preclude
any party from exercising any other right in seeking any other remedy available to it at law
or in equity.
14.25
PROJECT COMMUNICATIONS
14.25.1
All communications concerning the performance of the Work or the Project will be provided
to the designated Project Manager and Contractor’s Representative set forth in Article 1
of the Agreement. City may change the designated Project Manager and, subject to
Section 4.4.20 of
these General Conditions, Contractor may change Contractor
Representative, by written notice to the other.
14.25.2
Project communications may be exchanged by e-mail, but email communications cannot
change the terms of the Agreement or the Scope of Work, or effectuate any change that
requires a written Change Order.
14.25.3
When any provisions of the Agreement Documents requires Contractor or the Design
Professional to give written notice to City, it will be deemed to have been validly given if
delivered in person or if delivered at or sent by registered or certified mail, postage prepaid,
to the Parties indicated in Agreement Article 1, incorporated by reference.
14.25.4
When any provisions of the Agreement Documents requires City, Project Manager, or the
Design Professional to give written notice to Contractor, it will be deemed to have been
validly given if delivered in person to the person designated in the Agreement Documents
as Contractor’s Resident Superintendent, or if delivered at or sent by registered or certified
mail, postage prepaid, to Contractor at the last address in the Agreement Documents or
such substitute address which Contractor designates in writing, or to the business address
known to the giver of notice.
General Conditions
Revised: 7/20/22
GC-57 of 75
14.26
DRUG FREE WORKPLACE PROGRAM
14.26.1
City has adopted a policy establishing a drug free workplace for itself and as a requirement
for Contractors doing business with City, to ensure the safety and health of employees
working on City projects.
14.26.2
Contractor must require a drug free workplace for all employees working under the
Agreement. Specifically, all employees of Contractor who are working under an
agreement with City must be notified, in writing, by Contractor that they are prohibited
from the manufacture, distribution,
dispensation, possession or unlawful use of a
controlled substance in the workplace.
14.27
Failure to require a drug free workplace in accordance with the City’s policy may result
in termination of the Agreement and possible debarment form bidding on future City
projects.
SECTION 15 - PROVISIONS APPLICABLE SOLELY TO GMP AND COST-BASED AGREEMENTS,
CHANGE ORDERS, AND JOB ORDERS
15.1
ADDITIONAL DEFINITIONS
The definitions set forth in Section 2 apply to GMP and Cost-Based Agreements, Change
Orders, and Job Orders, together with the additional definitions set forth below.
Baseline Cost Model –
A breakdown and estimate of the scope of the Project developed by CM@Risk pursuant to Section 17.5
of these General Conditions.
CM@Risk or Construction Manager at Risk –
The person or firm selected by City to provide pre-construction and/or construction services as
detailed in a Construction Manager at Risk Agreement with City. In these General Conditions, the
term “Contractor” includes CM@Risk under both Pre-Construction and Construction Services
Agreements.
CM@Risk Fee or Contractor’s Fee –
An agreed to percentage in an accepted GMP that represents the Contractor’s fee for performance of
the Work.
Agreement Documents –
Where compensation under the Agreement is based upon a GMP accepted by City, the term
“Agreement Documents” also includes the accepted GMP Proposal.
Agreement Price –
Where compensation under the Agreement based upon a GMP accepted by City, the term
“Agreement Price” refers to the GMP.
Cost-Based Agreement, Change Order, or Job Order –
A Agreement, Change Order, or Job Order where the Agreement Price is based upon the actual
cost of performing the Work, subject to the terms of the Agreement Documents, including this
Section 15. These would include those generally referred to as “Cost of the Work plus a Fee with
a GMP,” “Time and Materials,” or “Cost Plus a Fee.”
Cost of the Work –
The direct costs necessarily incurred by Contractor in the proper, timely, and complete performance
on the Work. The Cost of the Work will include only those costs set forth in Section 15.2 of these
General Conditions
Revised: 7/20/22
GC-58 of 75
General Conditions.
Deliverables –
The work products prepared by Contractor in performing the scope of work described in the
Agreement. Some of the major deliverables to be prepared and provided by Contractor during pre-
construction may include but are not limited to: the Baseline Cost Model and Schedule that validate
City’s plan and budget, Construction Management Plan, Detailed Project Schedule, Schedule of Values,
alternative system evaluations, procurement strategies and plans, Detailed Cost Estimates,
construction market surveys, cash flow projections, GMP Proposals, Subcontractor procurement plan,
Subcontractor agreements, Subcontractor bid packages, Supplier agreements, Constructability
Review, Cost Control Log, Traffic control and phasing plans and others as indicated in this Agreement
or required by the Project Team.
Pre-Construction Services Agreement –
The Agreement entered into between City and the CM@Risk for Pre-Construction Services to be
provided by the CM@Risk, including, without limitation, the generation of a GMP Proposal. If the GMP
Proposal is accepted by City and a Construction Agreement is entered into between City and CM@Risk,
the duties, obligations and warranties of the CM@Risk under the Pre-Construction Services
Agreement survive and are incorporated into the resulting Construction Agreement.
Pre-Construction Services –
The services to be provided under the Pre-Construction Services Agreement, including Section 17 of
these General Conditions.
Detailed Project Schedule –
The Detailed Project Schedule developed by the CM@Risk for the review and approval of the Project
Manager in accordance with Section 17.3 of these General Conditions, if applicable.
General Conditions Costs –
Those costs set forth in Section 4 of Appendix 9 to these General Conditions.
GMP Plans and Specifications –
The plan and specifications upon which the Guaranteed Maximum price Proposal is based.
GMP Proposal –
The proposal of Contractor submitted pursuant to Section 17.7 of these General Conditions for the
entire Work and/or portion (phases) of the Work.
Guaranteed Maximum Price or GMP –
The Guaranteed Maximum Price set forth in the Agreement, Change Order, or Job Order if applicable.
15.2
AGREEMENT PRICE
15.2.1
The Agreement Price for all Agreements, Change Orders, and Job Orders based upon
payment of the Cost of the Work plus a Fee with a GMP, time and materials, or cost-plus a
fee will be the Cost of the Work incurred plus the Fee agreed to in writing by City, limited to
the amount of the GMP, if agreed to. Unless otherwise expressly provided in the Agreement,
Change Order, or Job Order, all Cost Based pricing will be subject to and limited to GMP.
15.2.2
The Agreement Price may only be changed as set forth in Section 9 above.
General Conditions
Revised: 7/20/22
GC-59 of 75
15.2.3
Only costs specifically designated as reimbursable costs are eligible for payment by City or
may be charged against the Agreement Price. All other costs will not be paid by City and will
not be chargeable against the Agreement Price.
15.2.4
Cost-Based Agreements. For Agreements, Change Orders, or Job Orders, reimbursable
costs must be determined pursuant to Appendix 9 to these General Conditions, Cost of the
Work, and not by MAG Specifications §109.5.
15.3
ALLOWANCES
15.3.1
Contractor must include in the Agreement Price all Allowances stated in the Agreement
Documents and agreed to in writing by City. Items covered by these Allowances must be
supplied for such amounts and by such persons as City may direct, provided Contractor will
not be required to employ persons against whom Contractor makes a reasonable objection.
Materials, labor, and equipment under an Allowance will be selected by City in accordance
with a schedule to be mutually agreed upon by City, Design Professional and Contractor or
otherwise in reasonably sufficient time to avoid delay in the Work.
15.3.2
Unless otherwise provided in the Agreement Documents:
15.3.2.1
These Allowances must cover the cost to Contractor, less any applicable trade discount, of
the materials, labor, and equipment required by the Allowances, delivered at the Site, and
all applicable taxes;
15.3.2.2
Contractor’s costs for unloading and handling on the Site, labor, installation costs, overhead,
profit and other expenses relating to materials, labor, and equipment required by the
Allowance must be included in the Agreement Sum and not in the Allowance; and
15.3.2.3
Whenever the cost is more or less than the Allowance, the Agreement Sum must be
adjusted accordingly by Change Order, the amount of which will recognize the difference
between actual costs for an Allowance item and the amount of the Allowance item and
changes, if any, in handling costs on the Site, labor, installation costs, overhead, profit and
other expenses.
15.4
CONTINGENCY
An agreed to amount in the GMP that may only be used in accordance with the terms set
forth in these General Conditions and with prior written approval by the City.
15.4.1
Construction Contingency. This GMP includes a dollar amount listed as a Construction
Contingency which will be readily available for increased costs for subcontractors, material,
and equipment subject to prior approval of City, which approval will not be withheld
unreasonably. The Construction Contingency may also be used, at the discretion of City, to
reimburse CM@Risk for unexpected costs due to (a) scope gaps between trade
subcontractors; (b) agreement default by trade subcontractors; (c) unforeseen field
conditions, but only as defined in Section 9.5 above; (d) work completed to meet the intent
of the design, but which was not indicated on the plans; (e) costs overruns not covered by
allowances; (f) costs of corrective work not provided for elsewhere; and (g) implementation
of any Recovery Plan. Cost for which CM@Risk desires to be paid from the Construction
Contingency must be documented by CM@Risk on a time and materials basis and are
subject to verification by City. If agreed to by City, a “Use of Contingency” form will be
executed by both parties authorizing the actual cost of the work to be paid and included in
the Work Item Direct Costs. The Construction Contingency is not allocated to any particular
General Conditions
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item of the Project but may be used for any portion of the work as determined above. Any
amount not used in the Construction Contingency will belong to City and will reduce the
GMP.
15.4.2
Owner’s Contingency. This GMP also includes a dollar amount listed as an Owner’s
Contingency which may be used only by the City (owner department) for upgrades and
changes in scope or other changes not already included within the intent of the Project
Program. City will provide CM@Risk with a Work Change Directive authorizing CM@Risk to
perform the additional work and to transfer funds from the Owner’s Contingency to the
Work Item Direct Costs category to be paid with such direct costs. These additional costs
will be in an amount mutually agreed upon by CM@Risk and City or will be documented by
CM@Risk on a time and materials basis and are subject to verification by City. Any amount
not used in the Owner’s Contingency will belong to the City and will reduce the GMP.
15.5
REDUCTION IN RETENTION
If the Agreement Price is based upon a GMP, in order to receive payment of one-half of the
retention as set forth in Section 8.1.5 above, Contractor must also submit to the Project
Manager a complete accounting of the Actual Reimbursable Cost of the Work to date,
including all such documentation (including, without limitation, invoices, subcontract,
subcontractor change orders, purchase orders, records of payment, etc.) as City may require,
to establish whether the payments made to Contractor equal, exceed, or are less than the
actual reimbursable Cost of the Work to date. Any excess payments by City, as determined
by the Project Manager, will be deducted from the one-half retention payment to be made
to Contractor, and any additional excess amounts paid to Contractor will be refunded by
Contractor to City. The Project Manager’s determinations as to Actual Reimbursable Cost
of the Work will be the basis of payment until final Project Closeout and Final Payment
under the Agreement.
15.6
FINAL PAYMENT
If the Agreement Price is based upon a GMP, as a further condition precedent to Final
Payment by City, Contractor must submit to the Project Manager a complete final
accounting of the Actual Reimbursable Cost of the Work, including all such documentation
(including, without limitation,
invoices, subcontracts, subcontractor change orders,
purchase orders, records of payment, etc.) as City may require, to establish whether the
payments made to Contractor equal, exceed, or are less than the Actual Reimbursable Cost
of the Work to date. Any excess payments by City, as determined by the Project Manager,
will be deducted from the one-half retention payment to be made to Contractor, and any
additional excess amounts paid to Contractor will be refunded by Contractor to City.
Disputes relating to the Final Cost of the Work will be subject to City’s audit rights under
Sections 8.8 above and 15.7 below, and the dispute resolution process under Section 13
above.
15.7
OPEN BOOK
On any GMP-based or Cost-Based Agreement, Job Order, or Change Order, City may attend
any and all meetings or discussions pertaining to the Project, including bid openings, and
must have access to all books, invoices, accounts, memoranda, correspondence, and
written communications or records of any kind pertaining to the Project, including without
limitation, those stored in electronic format.
15.8
DIFFERING SITE CONDITIONS AND/OR CHANGE IN LAWS
A Change Order for increased costs under Section 9.5 or 9.6 above will only be considered
General Conditions
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or granted by City to the extent such actual, documented costs are justified.
SECTION 16 - PROVISIONS APPLICABLE SOLELY TO JOB ORDER AGREEMENTS (JOC)
16.1
ADDITIONAL DEFINITIONS
The definitions set forth in Sections 2 and below will apply to all Job Order Agreements and
Job Orders. In addition, the definitions set forth in Section 15.1 above will apply to all Cost-
Based Job Orders.
Agreement –
Includes the Job Order Master Agreement and Job Order Project Agreements issued and agreed to by City
and JOC Contractor.
JOC Contractor’s Coefficient –
A numerical factor that represents JOC Contractor total costs (indirect and direct costs, sales tax,
profit, etc.) and other adjustments for market conditions.
Job Order Request for Proposal (RFP) –
The Request for Proposals issued by City for each Job Order Project Agreement relating to a specific
Project.
Job Order Cost Proposal –
The Proposal submitted by JOC Contractor in response to a Job Order Request for Proposal (RFP) issued
by City to develop a Job Order Project Agreement for a specific Project.
Guaranteed Maximum Price (GMP) Job Order –
Job Order under which JOC Contractor is compensated for actual costs incurred.
Job Order Project Agreement (Job Order) –
The agreement for a specific project, as it may be modified by all Change Orders, executed by the
Parties, which incorporates the terms and conditions of the Job Order Master Agreement.
16.2
ORDERING AND PROCESSING PROCEDURES FOR JOB ORDERS
16.2.1
The process for developing and issuing a Job Order for a particular Project consists of three
(3) procedures: (1) issuance of a RFP by City; (2) JOC Contractor’s response to the RFP in the
form of JOC Contractor’s Job Order Cost Proposal; and (3) Issuance of a Job Order by City, as
set for below.
16.2.2
RFP’s For Job Orders
16.2.2.1
City will provide to JOC Contractor RFP with a Scope of Work (SOW) describing the Work to
be performed, which may include special instructions and conditions, material submittal
requirements, and, if applicable, a complete set of sketches, construction drawings and
specifications for the Job Order.
16.2.2.2
Some Job Order RFP’s will be issued by City without detailed sketches, drawing and
specifications and will rely on JOC Contractor to produce them for City review and approval
and is considered to be Pre-Construction and incidental design services included in JOC
Contractor’s overhead for GMP Job Orders. In addition JOC Contractor will not be
reimbursed for any Pre-Job Order costs, including proposal preparation, attendance during
negotiations, or site visits.
General Conditions
Revised: 7/20/22
GC-62 of 75
16.2.3
JOC Contractor’s Job Order Cost Proposal
16.2.3.1
JOC Contractor must respond within ten (10) calendar days of the RFP date or site visit,
whichever is later or as otherwise indicated on a case-by-case basis, by submitting JOC
Contractor’s Job Order Cost Proposal to the City representative.
16.2.3.2
Unless otherwise required under the terms of the RFP, JOC Contractor’s Job Order Cost
Proposal must include the following.
a. JOC Contractor’s Job Order Cost Proposal in PDF and electronic format;
b. A Project Schedule and schedule of values that reflects the costs of each work
element on the schedule. The schedule must show all milestones (e.g.,
permits, submittals, ordering materials, demolition, work phases, closeout
and completion date); and
c. Necessary documentation will be required to indicate that adequate scoping,
layout, setup and planning to accomplish the Work has been done.
Examples of documentation that might reasonably be expected include
sketches, drawings, calculations, catalog cuts and specifications produced
to a level of detail and skill that could be expected of experienced,
competent Project Managers with five or more periods experience in their
respective trade.
16.2.3.3
JOC Contractor must select Subcontractors based on qualifications alone or on a
combination of qualifications and price and must not select Subcontractors based on
price alone. A qualifications and price selection may be a one-step selection based on
a combination of qualifications and price or two-step selection. In a two-step selection,
the first step must be based on qualifications alone and the second step may be based or
a combination of qualifications and price or on price alone.
16.2.3.4
Upon request, JOC Contractor must provide City with copies of Subcontractor quotes and
the basis for selection of each Subcontractor.
16.2.3.5
If City objects to a selected Subcontractor, City will make the objection and the reasons for
the objection known to the JOC Contractor. JOC Contractor must then present an
acceptable Subcontractor for the applicable discipline. City will not unreasonably object
to or withhold approval of a Subcontractor.
16.2.3.6
For self-performed work, the City retains the right to have the JOC Contractor establish JOC
Contractor’s costs by bidding their costs against at least three (3) other interested trade
Contractors. No self- performed work will be allowed to be performed on a lump sum basis.
16.2.4
Issuance of Job Order
16.2.4.1
City Representative will compare the JOC Contractor’s Job Order Cost Proposal with the City’s
estimate,
schedules and other requirements, and then, if the City Representative
determines it is in the best interest of City, arrange a meeting with JOC Contractor, at which
time the JOC Contractor’s Job Order Cost Proposal will be discussed and negotiated.
16.2.4.2
If the City Representative determines that it is in the best interest of the City, City will then
issue a Job Order to JOC Contractor for execution.
16.2.4.3
Specific Job Orders may vary, but unless agreed to by City in writing otherwise, the content
General Conditions
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GC-63 of 75
of Job Orders under the Agreement will generally be as follow, all of which will be signed
and/or initialed by JOC Contractor’s designated representative:
a. The description of the Scope of the Work and Project Schedule (attached as
Exhibit A to the Job Order);
b. The address or location of the Work;
c. The Agreement Price for Work (Construction) included in the Project
(attached as Exhibit B to the Job Order);
d. The name of the JOC Contractor representative for the Project;
e. The Drawings and Specifications for the Project;
f.
If any shop drawings, project date and/or samples are required for the Job
Order, the date for delivery of each required item (included in the Project
Schedule, Exhibit A to the Job order); and
g. Project Specific Provisions, if any, in Exhibit A to the Job Order,
including, without limitation, whether any of the following are required:
Pre-Construction Conference, weekly progress meetings, field office,
storage enclosure, materials and equipment handling facility, submittals,
shop drawings, product data, equipment list, samples, project manual,
schedule of values, Construction progress schedule, narrative reports,
progress report, progress charts, progress photographs, materials status
report, Construction diagram, Construction status report, operation and
maintenance data, operating maintenance instructions and parts list, and
as-build drawings.
16.2.5
Job Order Intent. Each Job Order will be interpreted to include all items reasonably
necessary to complete the Project under that Job Order as described in the scope of the
Work in that Job Order. All Work must be performed in a professional manner and all
materials used must be new and of the highest quality and of the type best adapted to
their purpose, unless otherwise specified. The Notice to Proceed date, and the award date
established therein, will be deemed an integral part of the Job Order the same as if set forth
therein.
16.3
INCIDENTAL DESIGN SERVICES
16.3.1
This effort includes all “extensions of design” for systems that are typically specified in
a performance oriented manner by consultants and designers. Examples include: fire
sprinkler systems, fire alarm and sprinkler systems, DDC controls, control systems,
prefabricated metal building and similar situations. These designs are normally provided
under submittals as a shop drawing with engineering backup and as appropriate, seals of
registered engineers specializing in the particular system.
16.3.2
Incidental design includes all documents, sketches, schematic diagrams, floor plan
layouts, equipment schedules and other documents produced by the JOC Contractor to
define the work required for projects that the City does not develop formal or abbreviated
designs requiring a seal by a registered engineer. Incidental design does not include
preparation of designs requiring an architect or engineer seal.
16.3.3
JOC Contractor represents, covenants, and agrees, and contractually assumes the
obligation to furnish, all of the required Design Services through properly licensed and
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GC-64 of 75
experienced Design Professionals in complete accordance with all of the duties imposed
on a Design Professional under the Agreement Documents, Laws, Regulations, or Legal
Requirements, and the common law.
16.3.4
All Design Documents (and all other Project-related documents, models, computer
drawings and other electronic expression, photographs and other expressions CADD, and
BIM files and images included) that JOC Contractor and/or JOC Contractor’s Design
Professional(s) prepare in connection with a Job Order and the copyrights therein
(collectively, the “Instruments of Service”) will be the property of City. JOC Contractor
covenants and agrees to execute any additional document reasonably requested by City
to confirm such assignment without any additional compensation.
16.4
CONSTRUCTION SERVICES
16.4.1
The following subsections of this Section 16.4 set forth requirements beyond those set forth
in Section 4 above which apply to Construction Services performed under a Job Order.
16.4.2
JOC Contractor must perform the Work using only those firms, team members and
individuals designated by JOC Contractor consistent with each Job Order or otherwise
approved by City pursuant to the General Conditions. No other entities or individuals may
be used without the prior written approval of the Project Manager.
16.4.3
Construction Phasing
16.4.3.1
City use of the facilities is anticipated while the Work is being performed. The Work must
be planned and accomplished so that there will be a minimum of interference and
inconvenience to occupants in the building and agencies in the vicinity and to other
craftsmen who may have to do work in the affected facilities. Any blockage of building
exits or driveways must be coordinated in advance.
16.4.3.2
If applicable, furniture, portable office equipment and wall appurtenances not rigidly
fastened to the walls must be moved by JOC Contractor, protected from damage and
replaced to the original position upon completion of the work. If the work required by
the Job Order will not allow furniture and portable office equipment to be replaced to its
original position, new locations will be designated by City. Incidental costs associated with
moving one-piece furnishings up to approximately 150 pounds to perform such tasks as
painting, carpet or tile replacement, etc., are considered a general cost of building
renovation and must be included in the JOC Contractor’s Coefficient. Costs for large scale
or wholesale removal and replacement of large quantities of
desks or modular
workstations, copiers, multiple full file cabinets, etc. to another location or storage outside
the work space, or disassembly and reassembly of modular furniture is not considered
part of the JOC Contractor’s Coefficient and will be priced separately.
16.4.3.3
The work must, so far as practicable, be done in definite sections or divisions and confined
to limited areas which must be completed before work in other sections or divisions are
begun.
16.4.4
Work Site Conflicts. In the event of a conflict between JOC Contractor and others in an
occupied facility or where other Contractors are performing work on the same facility
under other Agreements, City will decide to dispute and that decision will be final.
16.4.5
Ownership of Work Product. Work Product prepared or otherwise created in connection
General Conditions
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GC-65 of 75
with the performance of this Agreement, including the Work, are to be and remain the
property of City. For purposes of this provision, “Work Product” will include all designs,
drawings, plans, specifications, ideas, renderings and other information or matter, in
whatever form created (e.g., electronic or printed) and in all media now known or
hereinafter created. All Work Product will be considered Work Made for Hire as defined
in the United States Copyright Act 17 U.S.C. §101 (Copyright Act). If for any reason any such
Work is found not to be a work for hire, JOC Contractor hereby transfers and assigns
ownership of the copyright in such Work to City. The rights in this Section are exclusive to
City in perpetuity.
16.5
OPTIONAL LIQUIDATED DAMAGES
16.5.1
Specific Job Orders. City will have the right to assess liquidated damages in relation to
any specific JOC Project Agreement as set forth below.
16.5.2
Substantial Completion Liquidated Damages. JOC Contractor acknowledges and agrees
that if JOC Contractor fails to obtain Substantial Completion of the Work within the
Agreement Time, City will sustain extensive damages and serious loss as a result of such
failure. The exact amount of such damages will be extremely difficult to ascertain.
Therefore, City and JOC Contractor agree that if JOC Contractor fails to achieve Substantial
Completion of the Work within the Agreement Time, City will be entitled to retain or
recover from JOC Contractor, as liquidated damages and not as a penalty, the sum per
calendar day as indicated in MAG § 108.9.
16.5.3
Final Acceptance Liquidated Damages. For the same reasons set forth in Section 16.5.2
above, City and JOC Contractor further agree that if JOC Contractor fails to achieve Final
Acceptance of the Work within the Agreement Time, City will be entitled to retain or recover
from JOC Contractor, as liquidated damages and not as a penalty, the sum per calendar
day as indicated in MAG § 108.9 commencing from the actual date of Substantial
Completion or Final Acceptance as required under any specific JOC Project Agreement.
16.5.4
MAG Liquidated Damages. Liquidated damages provisions in MAG § 108.9 may apply to any
specific JOC Project Agreement.
16.5.5
City may deduct liquidated damages assessed pursuant to this Section 16.5 from any
unpaid amounts then or thereafter due JOC Contractor under the Agreement or any
specific JOC Project Agreement between JOC Contractor and City. Any liquidated damages
not so deducted from any unpaid amounts due JOC Contractor must be payable to City
at the demand of City, together with interest from the date of the demand at the highest
lawful rate of interest payable to JOC Contractor.
16.6
PERFORMANCE MEASUREMENT
16.6.1
Performance Assessment. After the Final Acceptance of Work under each Job Order, City
will complete a written evaluation of the performance of JOC Contractor on the Job Order.
16.6.2
Consideration in Assignment of Work. JOC Contractor’s record of cost, schedule and
quality performance and comparative assessments will be significant considerations in
City’s determination whether to award future Job Orders. JOC Contractor agrees that any
determination by City not to not award future Job Orders or Option periods based on
performance will be at the sole discretion of City.
General Conditions
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GC-66 of 75
SECTION 17 - PROVISIONS APPLICABLE SOLELY TO PRE-CONSTRUCTION SERVICES FOR
CONSTRUCTION MANAGER AT RISK
17.1
ADDITIONAL DEFINITIONS
The definitions set forth in Section 2 and 15.1 above will apply to all Pre-Construction
Services Agreements.
17.2
GENERAL
17.2.1
CM@Risk must perform the Services required by, and in accordance with the Agreement
Documents and as outlined in Exhibit A of the Agreement to the satisfaction of the
Project Manager, exercising the degree of care, skill, diligence and judgment a professional
construction manager experienced in the performance of such services for construction
and/or facilities of similar scope, function, size, quality, complexity and detail to the
Project in urban areas throughout the United States, would exercise at such time, under
similar conditions. CM@Risk must, at all times, perform the required services consistent
with sound and generally accepted engineering principles and construction management
and construction contracting practices.
17.2.2
As a participating member of the Project Team, CM@Risk must provide to City and Design
Professional a written evaluation of City’s Project Program and budget, each in terms of
the other, with recommendations as to the appropriateness of each. CM@Risk must
prepare a Baseline Cost Model that validates City’s budget. The Baseline Cost Model must
include all assumptions and basis of estimates in enough detail so that the Project Team
can compare future detail estimates to the Baseline Cost model for variances. City and
Design Professional will provide all the reasonably required data that is available in
order to reach agreement between the team members that the Baseline Cost Model is an
accurate projection of the costs of the Project.
17.2.3
CM@Risk must attend Project Team meetings, which may include, but are not limited to,
bi- weekly Project management meetings, Project workshops, special Project meetings,
construction document rolling reviews, public meetings and partnering sessions. CM@Risk
attendance at design or other meetings in which CM@Risk is provided the opportunity but
does not actively participate and/or is not properly prepared is not acceptable. Repeated
instances of non-participation and/or lack of preparedness will be grounds for termination
of CM@Risk Agreement for default.
17.2.4
CM@Risk must provide Pre-Construction Services, described herein, in a timely manner
and consistent with the intent of the most current Drawings and Specifications. CM@Risk
must promptly notify City in writing whenever CM@Risk determines any Drawings or
Specifications are inappropriate for the Project and/or cause changes in the scope of Work
that deviates more than the allowed contingencies within the Baseline Cost Model or
requires an adjustment in the Baseline Cost Model, Detailed Cost Estimate, Detailed
Project Schedule, GMP Proposals and/or in the Agreement Time for the Work, to the extent
such as established.
17.2.5
CM@Risk when requested by City, must attend, make presentations and participate as may
be appropriate in public agency and or community meetings, relevant to the Project.
CM@Risk must provide drawings, schedule diagrams, budget charges and other materials
describing the Project when their use is required or appropriate in any such public agency
meetings.
General Conditions
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GC-67 of 75
17.2.6
Ownership of Work Product. All Work Product prepared or otherwise created in connection
with the performance of this Agreement, including the Work, are to be and remain the
property of City. For purposes of this provision, “Work Product” will include all designs,
drawings, plans, specifications, ideas, renderings and other information or material, in
whatever form created (e.g., electronic or printed) and in all media now know or hereinafter
created. All Work Product will be considered Work Made for Hire as defined in the United
States Copyright Act 17 U.S.C.
§101 (Copyright Act). If for any reason any such Work is found not to be a work for
hire, Contractor hereby transfers and assigns ownership of the copyright in such Work to
City. The rights in this Section are exclusive to City in perpetuity.
17.2.7
CM@Risk represents to City in completing Pre-Construction Services and providing the
reports
and analysis required thereunder, that Work can be properly and timely
constructed within the GMP Proposal, if accepted. CM@Risk does not assume any design
responsibilities unless specifically called for in the scope of work, but CM@Risk will be
responsible for their errors, omissions or inconsistencies included in the Work.
17.3
DETAILED PROJECT SCHEDULE
17.3.1
The fundamental purpose of the Detailed Project Schedule is to identify, coordinate and
record the tasks and activities to be performed by all of the Project Team members and
then for the Project Team to utilize that Deliverable as a basis for managing and
monitoring all member’s compliance with the schedule requirements of the Project.
Each Project Team member is responsible for its compliance with the Detailed Project
Schedule requirements. CM@Risk must, however, develop and maintain the Detailed
Project Schedule on behalf of and to be used by the Project Team based on input from the
other Project Team members. The Baseline Project Schedule must be developed as part
of the Baseline Cost Model. The Detailed Project Schedule must use the Critical Path
method (“CPM”) technique, unless required otherwise, in writing by City. CM@Risk must
use scheduling software acceptable to City to develop the Detailed Project Schedule.
The Detailed Project Schedule must be presented in graphical and tabular reports as
agreed upon by the Project Team. If Project phasing as described below is required, the
Detailed Project Schedule must indicate milestone dates for the phases once
determined. As part of construction phase, City may require CM@Risk to prepare a
“resource loaded” schedule for all work, including work performed by Subcontractors,
detailing each of the project tasks and the required/anticipated number of personnel per
day for each task. CM@Risk must also indicate on the schedule its ability to meet said
required/anticipated personnel requirements.
17.3.2
CM@Risk must include and integrate in the Detailed Project Schedule the services and
activities required of City, Design Professional and CM@Risk including all construction
phase activities based on the input received from City and the Design Professional.
The Detailed Project Schedule must define activities as determined by City to the extent
required to show: (a) the coordination between preliminary design and various pre-
construction documents, (b) any separate long-lead procurements, (c) any permitting
issues, (d) any land, right-of-way, or easement acquisition, (e) bid packaging strategy and
awards to Subcontractors and Suppliers, (f) major stages of construction, (g) start-up and
commissioning, and (h) occupancy of the completed Work by City. The Detailed Project
Schedule must include by example and not limitation, proposed activity sequences and
durations for design, procurement, construction and testing activities, milestone dates for
actions and decisions by the Project Team, preparation and processing of shop drawings
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and samples, delivery of materials or equipment requiring long-lead time procurement (if
any), milestone dates for various construction phases, Total Float for all activities to the
extent authorized by City, relationships between the activities,
City’s occupancy
requirements showing portions of the Project having occupancy priority, and proposed
dates for Final Acceptance.
17.3.3
A Baseline Project Schedule must be initiated with the project Baseline Cost Model and
agreed to by the project team at the same time. CM@Risk must update and maintain a
detailed Project Schedule throughout pre-construction such that it will not require major
changes at the start of the construction phase to incorporate CM@Risk’s plan for the
performance of the construction phase Work. CM@Risk must provide updates and/or
revisions to the Detailed Project Schedule for use by the Project Team, whenever required,
but no less often than at the Project Team meetings. CM@Risk must include with such
submittals a narrative describing its analysis of the progress achieved to-date vs. the
Baseline Project Schedule, including any concerns regarding delays or potential delays, and
any recommendations regarding mitigating actions.
17.3.4
If phased construction is deemed appropriate at the time of developing the Baseline Cost
Model or during the development of the Detailed Project Schedule, and City approves,
CM@Risk must review the design and make recommendations regarding the phased
issuance of Construction Documents to facilitate phased construction of the Work, with
the objective of reducing the Project Schedule and/or Cost of the Work. CM@Risk must take
into consideration such factors as natural and practical lines of work severability,
sequencing effectiveness, access and availability constraints, total time for completion,
construction market conditions, labor and materials availability, and any other factors
pertinent to saving time and cost.
17.3.5
Long Lead Time Items. As part of developing the Detailed Project Schedule, CM@Risk must
identify all long lead time materials, fabrications, equipment, or other items which may
impact the Project Schedule and may require early action on the part of the Project Team.
Dates for selecting and ordering long lead time items will be included and highlighted
in the Detailed Project Schedule
17.3.6
Equipment Plan. Contractor must develop an Equipment Plan that addresses all rental
and owned equipment, regardless of whether such equipment will be provided by
CM@Risk or subcontractor(s), that will be necessary to construct the Project and the cost
of which will be included as a Cost of the Work in the GMP Proposal. The Equipment Plan
will seek to minimize the cost of the equipment to City and maximize the efficient and
coordinated use of the equipment for completion of the Project. The Equipment Plan will
not only include the costs and allowable lease rates for the equipment, but will also include
an equipment schedule that will be incorporated into the Detailed Project Schedule and the
Schedule of Values submitted with the GMP Proposal.
17.4
DESIGN DOCUMENT REVIEWS
17.4.1
CM@Risk must evaluate periodically the availability of labor, materials/equipment, cost-
sensitive aspects of the design; and other factors that may create an unacceptable variance
to the Baseline Cost Model and/or Baseline Project Schedule.
17.4.2
CM@Risk must recommend, in conjunction with the Project Team, those additional surface
and subsurface investigations that, in its professional opinion, are required to provide the
necessary
information for CM@Risk to construct the Project.
These additional
General Conditions
Revised: 7/20/22
GC-69 of 75
investigations, if agreed to
be necessary by the Project Manager and the Design
Professional, will be acquired by City and copies of the reports will be provided to CM@Risk.
17.4.3
CM@Risk must meet with the Project Team as required to review designs during their
development. CM@Risk must familiarize itself with the evolving documents through
pre-
construction. CM@Risk must proactively advise the Project Team and make
recommendations on factors related to construction costs, and concerns pertaining to the
feasibility and practicality
of any proposed means and methods, selected materials,
equipment and building systems, and, labor and material availability. CM@Risk must
furthermore advise the Project Team on proposed site improvements, excavation and
foundation considerations, as well as, concerns that exist with respect to coordination of
the Drawings and Specifications. CM@Risk must use established value analysis principles
in recommending cost effective alternatives.
17.4.4
CM@Risk must routinely conduct constructability and bid-ability reviews of the Drawings
and Specifications as necessary to satisfy the needs of the Project Team. The reviews must
attempt to identify all discrepancies and inconsistencies in the Construction Documents
especially those related to clarity, consistency, completeness and coordination of Work of
Subcontractors and Suppliers.
17.4.4.1
CM@Risk must evaluate whether: (a) the Drawings and Specifications are configured to
enable efficient construction; (b) design elements are standardized; (c) construction
efficiency
is
properly
considered
in
the
Drawings
and
Specifications;
(d)
module/preassembly design is prepared to facilitate fabrication, transport and installation;
(e) sequences of Work required by or inferable from the Drawings and Specifications are
practicable; (f) the design has taken into consideration efficiency issues concerning access
and entrance to the site, laydown and storage
of materials, staging of site facilities,
construction parking, and other similar pertinent issues; and (g) the design maintains
continued operation of the existing City systems and maintains traffic on adjacent
roadways. CM@Risk must also review the Drawings and Specifications to ensure that what
is depicted therein can be constructed as designed and must promptly inform the Project
Team of any issues.
17.4.4.2
CM@Risk must check cross-reference and complementary Drawings and sections within
the Specifications and in general evaluate whether: (a) the Drawings and Specifications
are sufficiently clear and detailed to minimize ambiguity and to reduce scope interpretation
discrepancies; (b) named materials and equipment are commercially available and are
performing well, or otherwise, in similar installations; (c) Specifications include alternatives
in the event a requirement cannot be met in the field; and (d) in its professional opinion, the
Project is likely to be subject to Differing Site Conditions.
17.4.4.3
The results of the reviews must be provided to Project Team in formal, written reports
clearly
identifying all reviewed documents and the discovered discrepancies and
inconsistencies in the Drawings and Specifications with notations and recommendations
made on the Drawings, Specifications and other documents. CM@Risk must meet with
Project Team to discuss any findings and review reports.
17.4.4.4
CM@Risk’s reviews must be from a Contractor’s perspective, and though it will serve to
eliminate/reduce the number of RFIs) and changes during the construction phase,
responsibility for the Drawings and Specifications will remain with the Design Professional
and not CM@Risk.
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17.4.5
It is CM@Risk’s responsibility to assist the Design Professional in ascertaining that, in
CM@Risk’s professional opinion, the Construction Documents are in accordance with
applicable Laws, Regulations, or Legal Requirements, building codes, sound engineering
principle’s rules and regulations. If CM@Risk recognizes that portions of the Construction
Documents are at variance with applicable laws, statutes, ordinances, building codes,
sound engineering principle’s rules and regulations, it must promptly notify the Project Team
in writing, describing the apparent variance of deficiency. However, the Design Professional
is ultimately responsible for the compliance of the Drawings and Specifications with those
laws, statutes, ordinances, building codes, rules and regulations.
17.4.6
The Project Team will routinely identify and evaluate using value analysis principles and
alternate systems, approaches, design changes that have the potential to reduce Project
costs while still delivering a high quality and fully functional Project consistent with
the Project Program. If the Project Team agrees, CM@Risk in cooperation with the Design
Professional, will perform a cost/benefit analysis of the alternatives and submit such in
writing to the Project Team. City, through the Project Manager, will direct which alternatives
will be incorporated into the Project. The Design Professional will have full design
responsibility for the review and incorporation of CM@Risk suggested alternatives into
the Drawings and Specifications. CM@Risk must analyze the costs and schedule impacts of
the alternatives against the Baseline
Cost Model and Schedule and provide a
recommendation for the Project Team’s consideration and City’s approval prior to the
establishment of the GMP.
17.5
BASELINE COSTS MODEL, DETAILED COST ESTIMATES, AND SCHEDULE OF VALUES
17.5.1
At the conclusion of the Master Planning and Programming, if required, CM@Risk will
review all available information regarding the design and scope of the Project using
CM@Risk’s experience in performing similar work, knowledge of similar projects and
current and projected construction costs and, based upon that review, must develop a
Baseline Cost Model for review by the Project Team and approval by City. Once approved
by City, the Baseline Cost Model will be continually referenced as detailed estimates are
created as the design progresses throughout Pre-Construction until the final GMP for the
entire Project is established. A final GMP for the entire Project must be established and
approved by City prior to the start of construction. It is the responsibility of CM@Risk
to ensure City has sufficient information to evaluate and approve a final GMP prior to
the time necessary to start construction so construction can be completed within the
Agreement Time. The Project Detailed Cost Estimate will be the best representation from
CM@Risk of what the complete functional Project’s construction costs will be as indicated
by the most current available documents and will be constantly checked against the
Baseline Cost Model. CM@Risk must communicate to the Project Team and assumptions
made in preparing the Baseline Cost Model. The Baseline Cost
Model must support
CM@Risk’s Detailed Cost Estimates and may be broken down initially as dictated by the
available information, as required by City.
17.5.2
After receipt of the Design Professional’s most current documents from certain specified
pre- construction milestones, CM@Risk must provide a draft Detailed Cost Estimate
including a detailed written report detailing any variances to the Baseline Cost Model and
Baseline Project Schedule. The Design Professional and CM@Risk will reconcile any
disagreements on the estimate to arrive at an agreed upon Detailed Cost Estimate for the
construction costs based on the scope of the Project through that specified pre-
construction milestone. Pre-Construction milestones applicable to this paragraph are:
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Revised: 7/20/22
GC-71 of 75
Master Planning and Programming, Schematic Design, 50% Design Development, 100%
Design Development, and 50% Construction Drawings, If no consensus is reached, City will
make the final determination. If the Project Team requires additional updates of the
Detailed Cost Estimate beyond that specified in this paragraph, CM@Risk must provide the
requested information in a timely manner.
17.5.3
If at any point the Detailed Cost Estimate submitted to City exceeds the previously
accepted Baseline Cost Model or previously approved Detailed Cost Estimate agreed to as
set forth in Section 17.5.2 above, CM@Risk must make appropriate recommendations to
project Team on means/methods, materials, and or other design elements that it
believes will reduce the estimated construction costs, such that it is equal to or less than
the established Project Team’s Baseline Cost Model.
17.5.4
Unless other levels of completion are agreed to in writing in the Construction Documents,
at 50% Construction Drawings and included with the associated report, CM@Risk must
also submit to the Project Team for review and approval a Schedule of Values that complies
with the following requirements. The Schedule of Values must be based on City standard
bid schedule and highlight significant variances from any previously submitted Schedule
of Values. The Schedule of Values must be directly related to the breakdowns reflected in
the Detailed Project Schedule and CM@Risk’s Detailed Cost Estimate. In addition, the
Schedule of Values must: (a) detail unit prices and quantity take-offs, (b) detail all other
contingencies and unit price Work shown and specified in the detailed design documents.
17.5.5
CM@Risk is to track, estimate/price and address the Project Team’s overall project cost issues
that arise outside of the Baseline Cost Model and the latest approved Detailed Cost
Estimate such as: City generated changes, Project Team proposed changes, alternate
system analysis, constructability items and value engineering analysis. The system used
to implement this process will be referred to as the Design Evolution Log. This is to be
addressed between the Baseline Cost Model and the Master Planning and Programming
Detailed Cost Estimate, and then (unless other levels of completion are agreed to in writing
in the Construction Documents) between the Detailed Cost Estimates for each of the pre-
construction milestones thereafter, Schematic Design, 50% Design Development, 100%
Design Development, and 50% Construction Documents, and the bid packages for all
Phases.
17.5.6
Upon request by City, CM@Risk must submit to City a cash flow projection for the Project
based on the current updated/revised Detailed Project Schedule and the anticipated level of
payments for CM@Risk during the design and construction phases. In addition, if requested
by City and based on information provided by City, CM@Risk must prepare a cash flow
projection for the entire Project based on historical records for similar types of projects
to assist City in the financing process.
17.5.7
Construction Water. CM@Risk must estimate the quantity of water to be used and include
the cost thereof in each Detailed Cost Estimate and GMP Proposal provided by City.
17.6
SUBCONTRACTOR AND MAJOR SUPPLIER SELECTIONS
17.6.1
There are two ways to select Subcontractors and major Suppliers prior to submission of a
GMP Proposal: (1) qualifications-based selection; or (2) a combination of qualifications
and price. Except as noted below, the selection of Subcontractors/Suppliers is the sole
responsibility of CM@Risk. In any case, CM@Risk is solely responsible for the performance
of the selected Subcontractors/Suppliers, and for compliance with the requirements of
General Conditions
Revised: 7/20/22
GC-72 of 75
Title 34 of the Arizona Revised Statutes in the selection of a Subcontractors/Suppliers,
to the extent applicable. CM@Risk must comply with its Subcontractor Selection Plan
submitted with its Statement of Qualifications.
17.6.2
City may approve the selection of a Subcontractor(s) or Suppliers(s) based only on their
qualifications when CM@Risk can demonstrate it is in the best interest of the Project. All
Work that is performed, after such a qualifications-based selection, for a price that is
negotiated by CM@Risk will be billed in accordance with the GMP for actual costs and may
be subject to audit by City.
17.6.2.1
Qualifications based selection of a Subcontractor(s)/Supplier(s) should only occur prior to
the submittal of the GMP Proposal.
17.6.2.2
If a Subcontractor/Supplier selection plan was submitted and agreed to by City, CM@Risk
must apply the plan in the evaluation of the qualifications of a Subcontractor(s) or
Supplier(s) and provide City with its review and recommendations.
17.6.2.3
CM@Risk must receive written City approval for each selected Subcontractor(s) and
Supplier(s).
17.6.2.4
CM@Risk must negotiate costs for services/supplies from each Subcontractor/Supplier
selected under this method.
17.6.3
All Work must be competitively bid unless a Subcontractor or Supplier was selected pursuant
to Section 17.6.2 above.
17.6.3.1
CM@Risk must develop Subcontractor and Supplier interest, submit the names of a
minimum of three qualified Subcontractors or Suppliers for each trade in the Project for
approval by City and solicit bids for the various Work categories. If there are not three
qualified Subcontractors/Suppliers available for a specific trade or there are extenuating
circumstances warranting such, CM@Risk may request approval by City to submit less
than three names. Without prior written notice to City, no change in the recommended
Subcontractors/Supplies will be allowed.
17.6.3.2
If City objects to any nominated Subcontractor/Supplier or to any self-performed Work for
good
reason, CM@Risk must nominate a substitute Subcontractor/Supplier that is
acceptable to City.
17.6.3.3
CM@Risk must distribute Drawings and Specifications, and when appropriate, conduct a
Pre- Bid Conference with prospective Subcontractors and Suppliers.
17.6.3.4
If CM@Risk desires to self-perform certain portions of the Work, it must request to be one of
the approved Subcontractor bidders for those specific bid packages. CM@Risk’s bid will
be evaluated in accordance with the process identified below. If events warrant and City
concurs that it is necessary in order to ensure compliance with the Project Schedule
and/or the most recent Detailed Cost Estimate, CM@Risk may be authorized to self-
perform Work without bidding or rebidding the Work. When CM@Risk self-performs work
without bidding, only the actual costs associated with performing the Work in accordance
with the approved GMP will be billed and may be subject to audit by City.
17.6.3.5
CM@Risk must receive, open, record and evaluate the bids; provided, however, that if
CM@Risk or one of its affiliates is bidding to self-perform the Work that is the subject of the
bid, then the bids must be received, opened, recorded and evaluated by Project Manager
General Conditions
Revised: 7/20/22
GC-73 of 75
instead of CM@Risk. Bids for each category of Work must be opened and recorded at a
pre-determined time. The apparent low bidders must be interviewed to determine the
responsiveness of their proposals. In evaluating the responsiveness of bid proposals
CM@Risk, in addition to bid price, may consider the following factors: past performance
on similar projects, qualifications and
experience of personnel assigned, quality
management plan, approach or understanding of the
Work to be performed, and
performance
schedule
to
complete
the
Work.
The
final
evaluation
of
Subcontractor/Supplier bids must be done with Project Manager in attendance to observe
and witness the process. CM@Risk must resolve any Subcontractor/Supplier bid withdrawal,
protest or disqualification in connection with the award at no increase in the Cost of Work.
17.6.4
CM@Risk will be required to prepare two different reports on the subcontracting process.
17.6.4.1
Within fifteen days after each major Subcontractor/Supplier bid opening process;
CM@Risk must prepare a report for City’s review and approval identifying the
recommended Subcontractors/Supplier for each category of Work. The report must detail:
(a) the name of the recommended Subcontractor/Supplier and the amount of the
Subcontractor/Supplier bid for each sub-agreement; (b) the sum of all recommended
Subcontractor/Supplier bids received; (c) and trade work and its cost that CM@Risk intends
to self-perform, if any.
17.6.4.2
Upon completion of the Subcontractor/Supplier bidding process, CM@Risk must submit
a summary report to City of the entire Subcontractor/Supplier selection process. The report
must indicate, by bid process, all Subcontractors/Suppliers contacted to determine
interest, the Subcontractors/Suppliers solicited, the bids received and costs negotiated,
and the recommended Subcontractors/Suppliers for each category of Work.
17.6.5
The approved Subcontractors/Suppliers will provide a Schedule of Values with their bid
proposals, which will be used to create the overall Project Schedule of Values.
17.6.6
If after receipt of sub-bids or after award to Subcontractors and Suppliers, City objects to
any nominated Subcontractor/Supplier or to any self-performed Work without any
reasonable basis, CM@Risk must nominate a substitute Subcontractor or Supplier,
preferably if such option is still available, from those who submitted Subcontractor bids
for the Work affected. Once such substitute Subcontractors and Suppliers are consented
to by City, CM@Risk’s proposed GMP for the Work or portion thereof must be
correspondingly adjusted to reflect any higher or lower costs form any such substitution.
17.7
GMP PROPOSAL
17.7.1
When a GMP Proposal is submitted for a phase of the Work, the GMP will have a Detailed Cost
Estimate of the Costs of the Work (as set forth in Section 15.2) in each phase of the Work
that is being proposed plus the current estimate for all other Work. City will not approve
the GMP for the phase of work without a total estimate for the complete Project. City may
request a GMP Proposal for all or any portion of the Project and at any time during pre-
construction. Any GMP Proposals submitted by CM@Risk must be based on and consistent
with Baseline Cost Model and the current update/revised Detailed Cost Estimate at the
time of the request and include any clarifications or assumptions upon which the GMP
Proposal(s) are based.
17.7.2
A GMP Proposal for the entire Project will be the sum of the Cost of the Work, CM@Risk Fee,
and General Conditions Cost. CM@Risk guarantees to complete the Project at or less than
General Conditions
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GC-74 of 75
the final GMP Proposal amount plus approved Change Orders. CM@Risk will be responsible
for any costs for expenses that would cause the Cost of the Work actually incurred,
including the Construction Fee and General Conditions Costs, to exceed the GMP.
17.7.3
CM@Risk must prepare its GMP Proposal in accordance with City’s request for GMP Proposal
requirements based on the most current completed Drawings and Specifications at that
time, which unless otherwise directed by City in writing, will be at 100% Construction
Drawings. CM@Risk must mark the face of each document of each set upon which its GMP
Proposal is based.
These documents must be identified as the GMP Plans and
Specifications. CM@Risk must send one set of those documents to the Project Manager,
keep one set and return the third set to the Design Professional.
17.7.4
An updated/revised Detailed Project Schedule, Equipment Plan, and Schedule of Values
must be included in any GMP Proposal(s), all of which must reflect the GMP Plans and
Specifications the Detailed Project Schedule must be shown in relationship to the Project
Schedule and identify any variance to the Baseline Project Schedule. Any such Detailed
Project Schedule updates/revisions must continue to comply with the requirements of
Section 17.3.1 through 17.3.5.
17.7.5
GMP Proposals(s) Review and Approval
17.7.5.1
CM@Risk must meet with the Project Team to review the GMP Proposal(s) and the written
statement of its basis. In the event the Project Team discovers inconsistencies or
inaccuracies
in the information presented, CM@Risk must make adjustments as
necessary to the GMP Proposal.
17.7.5.2
If during the review and negotiation of GMP Proposals design changes are required, City
may authorize and cause the Design Professional to revise the GMP Plans and Specifications
to the extent necessary to reflect the agreed-upon assumptions and clarifications contained
in the final approved GMP Proposal. Such revised GMP Plans and Specification will be
furnished to CM@Risk. CM@Risk must promptly notify the Project Team in writing if any
such revised
GMP Plans and Specifications are inconsistent with the agreed upon
assumptions and clarifications.
17.7.6
All portions of or items comprising the GMP Proposal are subject to audit by City, as
deemed appropriate by City, including, without limitation, any based upon unit prices or
Work to be self- performed by CM@Risk, or its affiliates.
17.8
PAYMENT PROCEDURE FOR PRE-CONSTRUCTION SERVICES
17.8.1
Requests for monthly payments by CM@Risk for Pre-Construction Services must be
submitted monthly and must be accompanied by a progress report, detailed invoices
and receipts, if applicable. Any requests for payment must include, as a minimum, a
narrative description of the tasks accomplished during the billing period, a listing of any
Deliverables submitted, and copies of any Subconsultants’ requests for payment, plus
similar narrative and listings of Deliverables associated with their Work. Payment for
services negotiated as a lump sum will be made in accordance with the percentage of work
completed during the preceding month.
17.8.2
In no event will City pay more than seventy-five (75%) of the Agreement Price until
acceptance of ALL Pre-Construction Services and award of the final approved Construction
Services Agreement for the entire Project by City Council. If CM@Risk does not prepare a
General Conditions
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GC-75 of 75
GMP Proposal that is acceptable to City, or the GMP Proposal exceeds the City’s
Construction Budget, then CM@Risk understands and acknowledges that it will forfeit any
right to receive the 25% of the Agreement Price being retained by City.
17.8.3
CM@Risk agrees that no charges or claims for costs or damages of any type will be made by
it for any delays or hindrances beyond the reasonable control of City during the progress of
any portion of Pre-Construction Services specified in this Agreement. Such delays or
hindrances, if
any, will be solely compensated for by an extension of time for such
reasonable period and may be mutually agreed between the parties. It is understood
and agreed, however, that permitting CM@Risk to proceed to complete any such Services,
in whole or in part after the date to which the time of completion may have been extended,
will in no way act as a waiver on the part of City of any of their respective legal rights herein.
17.8.4
No compensation to CM@Risk will be allowed contrary to Article I, Chapter I, Title 34 of the
Arizona Revised Statutes.
17.8.5
If any service(s) executed by CM@Risk is abandoned or suspended in whole or in part, for
a period of more than 180 days through no fault of CM@Risk, CM@Risk is to be paid for
the services performed prior to the abandonment or suspension.
17.9
SURVIVAL OF THE DESIGN SERVICES AGREEMENT, DUTIES, OBLIGATIONS AND
WARRANTIES
If the GMP Proposal is accepted by City and a Construction Agreement is entered into
between City and CM@Risk, the duties, obligations and warranties of CM@Risk under the
Pre- Construction Services Agreement survive and are incorporated into the resulting
Construction Agreement.
App’d 7/20/2022
APP-1 of 33
General Conditions Appendices
SECTION 15 – APPENDICES
The following Appendices attached hereto are referenced in the General Conditions and
are incorporated herein.
Appendix 1 – Policy Statement for Calculating Delays and Damages
Appendix 2 – Cost Reduction Incentive Proposals for Design Bid Build Agreements
Appendix 3 – Contractor’s Affidavit Regarding Settlement of Claims
Appendix 4 – Forms of Performance Bond
Appendix 5 – Forms of Payment Bond
Appendix 6 – Dispute Resolution
Appendix 7 – Certificate of Completion
Appendix 8 – Construction Sign Detail
Appendix 9 – Cost of the Work (Applicable solely to Construction Manager at Risk and
Job Order Contracting)
Appendix 10 Landscape Establishment Period
App’d 7/20/2022
APP-2 of 33
General Conditions
Appendix 1
CALCULATING DELAYS AND DAMAGES
The purpose of this policy statement is to establish guidelines and procedures for negotiation
between the Contractor and City of Chandler relating to compensation for delays pursuant to
Arizona Revised Statutes (A.R.S.) 34-221(F). This policy statement contains notice requirements in
addition to those set forth in the Agreement Documents, and will be the Agreement Provision
contemplated by that statute.
NOTE: As used herein, the term “Engineer” will refer to the City of Chandler City Engineer or
his/her designated representative. Nothing in this Policy Statement will be construed to void any
provision in the Agreement which requires timely notice of delays or provides for arbitration or
any other procedure for settlement or provides for liquidated damages.
I.
TYPES OF DELAYS:
For the purposes of this document, there are essentially four types of delays encountered by
City of Chandler Construction Contractors; excusable/compensable, excusable/non-
compensable, non- excusable, and concurrent. Only delays that extend Agreement
Completion Time set forth in the Agreement Document will be considered for issues
relating to Agreement extensions or additional compensation. All other delays are
considered to be activity delays and do not entitle the Contractor to either time
extensions or additional compensation. Agreement Completion Time will be defined as the
date set forth in Maricopa Association of Governments (MAG) Uniform Standard Specification
Section 101 and as may be modified by the Agreement Documents.
A.
Excusable/Compensable:
These are delays caused solely by the City’s actions or inactions, are unreasonable
under the circumstances, and which were not within the contemplation of the
parties to the Agreement at or prior to the time of execution of the
Agreement. Since the Contractor presumably has no control over the events
causing the delay, he may be entitled to both Agreement time extensions and
additional compensation for delay damages. Further, he/she may be entitled to
additional compensation from the impact of that delay on other work. Examples of
excusable/compensable (E/C) delays include:
failure to properly locate
an
underground City-owned utility within 2 feet of the actual location; failure to
relocate City-owned utilities far enough in advance of construction in an area
where the Contractor is scheduled to work that it delays start or completion of
the Contractor’s regularly scheduled work; failure to provide City-furnished
equipment or materials in a timely manner if required by the Agreement; failure
to acquire necessary Right-of-Way or Public Utility Easements prior to the Contractor
beginning Work in the area; failure to timely return Shop Drawings or other
Agreement Submittals in accordance with the Agreement; unreasonable delay by
the City in making decisions which affect critical activities; surveying errors when the
City is contractually responsible for providing Project Surveying. This list is not meant
to be all inclusive, but is intended merely as examples of the type of City action or
inaction which can result in a Contractor’s claim for additional time and
App’d 7/20/2022
APP-3 of 33
General Conditions
Appendix 1
compensation.
B.
Excusable/Non-compensable:
These are delays over which neither the City nor the Contractor had control. Since
both parties to the Agreement have been potentially damaged by the delay, but
neither have caused it, only Time Extensions are warranted. Examples of excusable,
non-compensable (E/N) delays include: unusually severe weather; fire; acts of God;
failure of non-City owned utilities (SRP, CenturyLink, Cable TV, Southern Pacific
Railroad, and Southwest Gas, etc.) to properly or timely locate accurately; failure of
non-City owned utilities to relocate in advance of construction; the voluntary or
involuntary filing for Bankruptcy protection by a Supplier or Subcontractor which
causes the Supplier/Subcontractor to fail to meet a contractual deadline provided
the Contractor can provide documentation that he/she executed the required
Purchase Orders/Subcontract Agreements and received delivery schedules which,
if met, would have eliminated the delay; delays as a result of an incomplete
shutdown of a City or non-City owned utility main (the City does not guarantee a
complete shutdown). This list also is not necessarily all inclusive but merely
indicative of type and class of E/N delays.
C.
Non-excusable/Non-compensable:
These are delays caused by the actions or inactions of Contractor or an officer,
employee, agent, Subcontractor, Supplier or any other party for whom the
Contractor is responsible. Since the Contractor has assumed responsibility for the
risks associated with the events that caused the delay, he/she are not entitled to
either time extensions or monetary delay damages. All non-excusable delays are
also non-compensable. Examples of non- excusable, non-compensable (N/N)
delays include: failure to perform by the Contractor, its Subcontractors and/or
Suppliers (except as noted in section I.B above); failure to provide adequate
labor,
materials,
and/or
equipment
on
the
Project;
failure
to
perform
contractually-required coordination with utilities, agencies and other Contractors;
failure to notify the Engineer, in writing, of delay impacts within two working days,
as required by MAG 104.2.3, or the next work day, as required by MAG 109.8.2;
failure to timely submit Shop Drawings; failure to pothole or otherwise visually locate
utilities sufficiently ahead of the Work to allow the Engineer to direct corrective
action when necessary; delays due to retesting of previously failed work, re-
inspection, and/or restaking resulting from faulty workmanship, poor quality
control, or lack of compliance with Agreement Specifications. Again, this list is not
necessarily all inclusive.
D.
Concurrent:
When two or more delays occur simultaneously or overlap, each delay is
analyzed separately to determine its impact on the overall project completion date
based on when that delay started. Once again, only those delays which actually
extend the Agreement completion
time
are
considered
as
delays.
The
concurrent delay is considered an additional delay only to the extent it prolongs
App’d 7/20/2022
APP-4 of 33
General Conditions
Appendix 1
the delay to the Agreement Completion Time beyond the date that the one it is
concurrent with had already delayed that date. For example, if two delays are
concurrent, and one is five days long and the second is seven days long, the second
concurrent delay will only extend the Agreement Completion Time by two days. The
same method of analysis is used when there are multiple concurrent delays. Only
those extending the Project Completion Date are considered to be delays for the
purposes of this policy. The portion of each concurrent delay that delays the
completion of the work is classified in the same manner as described previously for
individual delays and being either E/C, E/N or N/N.
An example of a concurrent delay is where the City delays furnishing material,
but the Contractor could not have installed it anyway due to unusually severe
weather. The effect of the first delaying activity will extend for the full duration
and will be considered controlling on the Contractor’s schedule. A subsequent,
concurrent delay will thereafter only be considered to effect the project completion
(if at all) once the first delaying activity has ceased to impact the project completion.
In this case, if the unusually severe weather continued and delayed the work after
the material was delivered, the first portion of the delay would be classified E/C
(delay for material) and the second as E/N (delay due to unusually severe weather).
Using the procedure set forth above, the entire concurrent portion would be
considered E/C as shown in the chart which follows.
Example of a Concurrent Delay:
E/C Delay
E/N Delay
City Related Material Delay
Rain Delay
II.
ANALYZING THE DELAY:
The Contractor must provide all documents required or requested by the Engineer to analyze the
delay(s). It is important to understand that, prior to the delay analysis, delays and their impacts are
alleged issues. The information the Contractor provides will be compared with the Inspector’s Daily
Log, Schedules and other available Project information and together they will support or refute that
delays occurred and, if so, how they impact other work and the overall project completion. The
Contractor’s delay in providing these documents will be considered prima facie evidence that either
the delay did not occur or it did not impact the Project Completion Date and any claim for time
extension or damages will be denied.
App’d 7/20/2022
APP-5 of 33
General Conditions
Appendix 1
The Engineer will accept delay analyses in CPM format, as these may demonstrate to his/her
satisfaction whether or not Project Completion has been impacted by a specific event. If the
Contractor chooses not to use CPM scheduling procedures, then the burden will be on the
Contractor to prove to the Engineer’s satisfaction that the Project Completion has been
impacted. The procedures below assume that the Contractor is using CPM scheduling methods.
As a minimum the Contractor must provide the following materials to the Engineer:
A.
As-Planned Schedule. The initial construction schedule, required by the Agreement
Documents, will be considered the baseline schedule. It is to the Contractor’s
advantage that the As-Planned (baseline) Schedule be as detailed as possible in
order for delays, as they occur, to be incorporated into the schedule in
representative locations. It is also to the Contractor’s advantage to use a computer
software program to generate the schedule since updated schedules are required
monthly by the Agreement Documents and since updated schedules are
required to support delays and requests for additional compensation for delays.
The As-Planned (baseline) Schedule must be presented in network format which
clearly shows the interrelationships of the activities. The Contractor must also
provide a printout of the activities showing early start, early finish, late start, late
finish, duration and float. The activity list printout must also indicate predecessor
and successor activities.
B.
As-Built Schedules. The as planned (baseline) schedule must be updated with
complete progress-to-date information (actualized) up to the date of the start of the
alleged delay. Each updated schedule will serve as the as-built schedule for analyzing
the alleged delay and provide a new baseline as-planned schedule for the next delay.
This process must be repeated for each alleged delay as it occurs. In updating the
baseline schedule, the alleged delay must be treated as an activity and inserted into
the schedule as a predecessor to the impacted activity (ies). When an activity that
has already started is impacted, it is preferable to divide this activity into two
parts and show the impact affecting the second part. For schedules which
incorporate a time line (or data date), the delay activity must be inserted at the time
it actually occurred. Some software scheduling programs have a PAUSE-RESUME
feature that can be used to facilitate the requirements. The updated schedule must
also be accompanied by a listing of activities as with the baseline schedule. This
activities list must contain the alleged delay as an activity showing the duration and
the activities which are predecessors and successors to it. When computer
generated schedules are used, the Contractor must provide, in electronic media
format, the complete data files for the updated schedule that included the delay
activity, preferably either in Suretrak or in Microsoft Project. Each electronic media
must contain a label identifying the Project name, Contractor’s name, program
name and version number, data date and project finish date.
C.
Other Documents: In order to determine the amount of the alleged delay and if
it is compensable, the Contractor must provide all backup documentation relevant to
the issue and as required by the Engineer. This documentation must include copies
of such items as: purchase orders; delivery schedules; correspondence; memoranda
of telephone calls; force account daily worksheets (initialed by the Inspector);
payroll data; estimating (bid) worksheets; and any other materials which may be
App’d 7/20/2022
APP-6 of 33
General Conditions
Appendix 1
requested by the Engineer.
D.
Procedure: Only after receipt of sufficient documentation will the Engineer analyze
each alleged delay and determine if it is supported or refuted. If supported, the
Engineer will determine if it is excusable or non-excusable, compensable or non-
compensable. If the Engineer determines that the delay did not affect the Project
Completion, the as-planned schedule, which has been updated to the date of the
alleged delay, must be revised to indicate this. If the Engineer determines the delay
did occur but was N/N, then no time extension will be granted. It is imperative that
an actualized schedule be submitted as soon as the occurrence of the alleged delay
is known. In no event will the Contractor submit an actualized updated schedule
later than 60 days after the occurrence of the alleged delay becomes known.
If the Engineer determines the delay did occur and was excusable but, due to a
reason listed in section I.B. is non-compensable, he/she will determine the length
of the E/N delay and prepare a Change Order to add that time to the Agreement.
The Engineer’s decision will be final.
If the Engineer determines the delay was excusable and compensable, he/she will
determine the length of the E/C delay and proceed to review the Contractor’s
damage calculations in accordance with Section III. The Engineer will check the
Contractor’s calculations, review the backup documentation provided, and prepare a
Change Order to cover both the additional compensation and the time extension.
The Engineer’s decision on both the time extension and additional compensation for
the delay will be final.
If the issue involves a concurrent delay, the Engineer will analyze available data
to determine the portions which are E/C, E/N, and/or N/N as described above. The
Engineer will proceed to determine the length of E/C delay and verify the Contractor’s
delay damage calculations, if any are provided. Upon completion of this review, the
Engineer will prepare a Change Order for the Contractor’s review and signature.
The Engineer’s decision regarding excusable delay and additional compensation for
the delay is final.
The amount of time the Engineer will require to analyze the alleged delay(s) will
depend upon the Engineer’s workload, the complexity of the delay analysis,
availability of supporting data, extent of cooperation by the Contractor, and other
factors beyond the Engineer’s control. It is entirely possible other delay(s) may
occur while the Engineer is analyzing particular claim for delay(s). The Engineer’s
failure to respond to the Contractor in a set period of time will not be used as the
basis for a further delay claim or as justification for extending and existing delay
claim. The time required for delay analysis by the Engineer will not be counted
against the time allotted for processing Final Payment as required by (MAG Section
109.7(B)) or the release of retention and Final Payment as prescribed by A.R.S.
Arizona Revised Statutes §34-221.
III.
CALCULATING MONETARY DELAY DAMAGES:
Additional compensation for delay, when authorized by the Engineer, will be calculated in accordance
App’d 7/20/2022
APP-7 of 33
General Conditions
Appendix 1
with MAG Section 109.5 ACTUAL COST WORK with the following exceptions:
A.
No additional compensation or other monetary damages will be awarded or paid for
any loss of anticipated profits by the Contractor, Subcontractors or Suppliers.
B.
No additional compensation or other monetary damages will be awarded for home
office overhead or non-project general conditions of the Contractor, Subcontractors
or Suppliers.
C.
Equipment:
1.
Contractor-owned equipment rate calculations must be computed in
accordance with Section 109.04(D)(3), Arizona Department of Transportation
“Standard Specifications for Road and Bridge Construction,” 2008 or latest
edition and as modified herein. Year and regional adjustment factors must
be based on the most recent publications of the Rental Rate Blue Book for
Construction
Equipment, published
by
the
Equipment
Guide-Book
Company, San Jose, CA, same as provided by ADOT and in print as of the
date of alleged delay. In no event will the compensation for Contractor-
owned equipment exceed the purchase price, including tax, paid by the
Contractor for the equipment. Compensation will not be allowed for small
tools or equipment that show a daily equipment rental rate of less than $5.00
per day or for unlisted equipment that has a value of less than for
hundred dollars ($400.00).
2.
For leased and rented equipment or equipment not otherwise listed in the
Blue Book, rental contracts, or other supporting data will be used to establish
the hourly rate. No hourly operating expense will be allowed for delay on
standby equipment. In no case will equipment be considered for rental which
exceeds the hourly rate for the first eight hours and the daily rate
divided by eight for all additional hours as compared with similar
equipment listed in the Blue Book. The hourly standby rate must be
computed as the lesser of:
a.
Dividing the monthly invoice or rental value by 176 hours
per month when the equipment is utilized by the Contractor
for more than three weeks;
b.
Dividing the monthly invoice or rental value by 40 hours per
week when the equipment is utilized by the Contractor for
more than three days.
In no event will compensation be paid for delay at more than
8 hours per day or 40 hours per week.
3.
Except for vehicles used by supervisory personnel, all equipment will be paid
at the “standby” rate during the delay period.
4.
Equipment brought solely to mitigate the delay (such as pumps, light plants,
etc.) may be paid in accordance with ADOT section 109.04(D) (3).
App’d 7/20/2022
APP-8 of 33
General Conditions
Appendix 1
5.
The Blue Book regional adjustment will apply in determining rental rates.
D.
Material:
Allowable material charges may include, in addition to material incorporated in the
work material used to mitigate the delay such as barricades, plates, shoring, cold
mix, etc. Except in emergencies the Contractor will not employ such material
without the prior written approval of the Engineer.
E.
Labor:
1.
Except for Supervisory Personnel (Superintendent, Project Engineer, and
Foremen), labor wages will not be paid after the first one-half day of
claimed delay or impact. It is expected the Contractor will reassign or
layoff unneeded employees.
2.
For Foreman wages to be included, that Foreman must have been
actively employed on the project prior to the commencement of the delay
and be directly responsible for the activity being delayed.
3.
Labor burden must be actual amounts incurred but must not exceed the
ADOT approved rate.
F.
All costs (equipment, material, and labor) must be substantiated by the City of
Chandler’s Daily Work Reports.
IV.
DOCUMENT REQUIRED FOR CLAIM ANALYSIS:
For purposes of reviewing the Contractor’s request for additional compensation, it will be required
that the Contractor submit the following listed information. Information requested must be prepared
on forms which are substantially similar to the City of Chandler’s Daily Work Report form, a copy of
which is attached as an exhibit.
A.
Labor:
For each employee, laborer, and foreman, for which compensation is requested:
Name, classification, dates of work performed, daily hours worked, total hours worked,
labor rates, labor burden rates, overtime or premium time charges. Further, the
Contractor must make available for inspection and copying to the Engineer the
following listed documentation.
1.
Certified payroll reports for the period of work claimed.
2.
Accounting of Fringe Benefits – certified by a CPA.
3.
Contractor’s and Subcontractor’s daily field reports and daily diaries.
B.
Materials:
For all materials for which compensation is requested, if any, total quantities of
materials, prices, extensions and transportation costs must be provided on a daily
App’d 7/20/2022
APP-9 of 33
General Conditions
Appendix 1
basis. Further, the Contractor must make available for inspection and copying to the
Engineer the following listed documentation.
1.
Invoices for all materials incorporated.
2.
Weigh tickets.
3.
Purchase orders.
4.
Delivery schedules.
5.
Quotes or proposals from manufacturers or supplier.
6.
Freight bills, Bills of Lading, or other documentation to show transportation
costs.
7.
Restocking charges-invoices from vendor.
C.
Equipment:
For all equipment, the Contractor must provide the Engineer with the designation,
dates and hours of usage, dates and hours of standby, if any, daily hours, total hours,
rental rates and extension for each unit of equipment and machinery. Rental
rates will be as established in Section III. Further, the Contractor must make
available for inspection and copying to the Engineer the following listed
documentation.
1.
Owned:
a.
Purchase contracts(s).
b.
Depreciation schedule(s).
c.
Invoices for fuel, lube, repairs and other operating costs.
2.
Leased:
a.
Lease agreement with hourly rate, overtime rate, double shift rate, etc.
b.
Invoices or other documentation showing hours worked on a daily
basis.
D.
Subcontractors/Owner-Operators:
In the event the Contractor submits a claim which includes requests for
compensation for Subcontractors of Owner-Operators, the same information
requested of the Contractor must be provided by the Subcontractor/Owner-
Operator. Further, the Contractor must make available for inspection and copying
to the Engineer the following listed documentation.
1.
Bid/Estimate work sheets and/or spreadsheets.
2.
Subcontract Agreements or Agreements with Owner-Operator.
3.
All invoices and billing statements received from the Subcontractor/Owner-
Operator which relates to the amount requested.
E.
Miscellaneous:
Further, the Contractor must make available for inspection and copying to the
Engineer the following listed documentation.
1.
Evidence of payment for bonds and insurance premiums (MAG 109.5.6).
App’d 7/20/2022
APP-10 of 33
General Conditions
Appendix 1
2.
Taxes – unless the Contractor can show otherwise, taxes are reimbursable at
65% of the total cost (less bonds and insurance).
V.
TIME LIMIT ON SUBMISSIONS OF CLAIM FOR DELAY OR IMPACT DAMAGES:
No claims for delay or impact damages will be considered or allowed more than 45 days after the
event or occurrence which the Contractor claims gives rise to the delay or impact. In no event will
a claim for delay or impact damages be considered after submission by the Contractor of the Final
Payment Request.
App’d 7/20/2022
APP-11 of 33
General Conditions
Appendix 2
COST REDUCTION INCENTIVE PROPOSALS
FOR DESIGN BID BUILD AGREEMENTS
The Contractor may submit to the Engineer proposals for modifying the Plans, Specifications, or
other requirements of the Agreement for the sole purpose of reducing the total cost of Project
construction. The proposals must not impair in any manner the essential functions or characteristics
of the project; including but not limited to service life, economy of operations, ease of maintenance,
desired appearance, compatibility with existing or planned equipment, standardization of
systems, or design and safety standards.
It must not be inferred from this Policy that the Engineer is required to consider any proposal
submitted.
Submissions that propose changes in the basic design of a bridge, propose changes in pipe line
size, materials, bedding conditions, pipe specifications; or that propose any change in pavement
design will not be considered.
Proposals submitted pursuant to this Policy will be identified as Cost Reduction Incentive Proposals.
They must be submitted in writing and, at a minimum, contain the following.
1.
Complete the attached or similar cost reduction incentive proposal form.
2.
A description of both the existing Agreement Requirements for performing the work
and the proposed changes.
3.
All Engineering Drawings and computations necessary for the thorough and
expeditious evaluation.
4.
An itemization of the existing Agreement Requirements that must be changed if the
Proposal is adopted and a recommendation as to the manner in which the change
should be made.
5.
A detailed estimate of the cost of performing the Work under the existing
Agreement and under the proposed changes, including the cost of developing
and implementing the changes.
6.
The Agreement items affected by the proposed changes and any variations in
quantities resulting from the changes.
7.
An objective estimate of any effects the proposal will have on collateral cost to the
City, costs of related items, and cost of maintenance and operation.
8.
A statement as to the effect that the Proposal will have on the time for the
completion of the Project.
9.
A statement as to the time by which a Change Order adopting the Proposal must
be executed or when the Engineer must have given verbal approval.
App’d 7/20/2022
APP-12 of 33
General Conditions
Appendix 2
Proposals will be processed expeditiously; however, the City will not be liable for any delay in acting
upon any Proposal nor for any failure to accept any Proposal pursuant to this Special Provision.
The Engineer will be the sole judge of the acceptability of a Proposal and of the estimated net
savings in construction costs from the adoption of all or any part of the Proposal. The Contractor
will be notified in writing by the Engineer as to whether his/her Proposal has been accepted. The
decision by the Engineer is final.
When the City deems such action to be appropriate, it reserves the right to require the Contractor to
share equally in the cost to the City of investigating, evaluating, and processing the proposal as a
condition for the consideration of such Proposal. Such cost must be shared whether the Proposal is
accepted or rejected. When such a condition is imposed, the City will estimate these costs and the
Contractor must indicate his acceptance thereof in writing. Such acceptance will authorize the City
to deduct the Contractor’s share of the costs from any monies due or that may become due to the
Contractor under the Agreement.
If the Contractor’s Proposal is accepted in whole or in part, the necessary Agreement
Modifications and Agreement Price Adjustments will be affected by the execution of a Change Order
which will specifically state that it is executed pursuant to this Special Provision.
The Contractor must continue to perform the work in accordance with the requirements of the
Agreement until a Change Order incorporating the Proposal has been executed or until he/she
has been given verbal approval by the Engineer that his/her Proposal has been accepted. If the
Change Order has not been executed or he/she has not been given verbal approval on or before the
date specified on the attached cost reduction incentive proposal form or on or before such other date
as the Contractor may have subsequently specified in writing, the Proposal may be deemed to be
rejected.
The executed Change Order will incorporate the changes in the Plans, Specifications, or other
requirements of the Agreement which are necessary to permit the Proposal, or such part of it which
has been accepted, to be put into effect, and will include any condition – upon which the City’s
approval thereof is based, if such approval is conditional. The executed Change Order may also
extend the time for the completion of the Agreement if such an extension has been deemed to be
warranted by the Engineer as a result of his evaluation of the Proposal.
The executed Change Order will also establish the estimated net savings in the cost of performing
the Work attributable to the Proposal effectuated by the Change Order. In determining the net
savings, the right is reserved to the Engineer to disregard the Agreement bid prices if, in his/her
judgment, such prices do not represent a fair measure of the value of the Work to be performed or
to be deleted. The net savings will be established by determining the Contractor’s cost of performing
the Work, taking into account his/her cost of developing the Proposal and implementing the
change, and reducing this amount by any ascertainable collateral costs to the City. The executed
Change Order may provide that the Contractor be paid 50 percent of the estimated net savings
amount.
The executed Change Order may also provide for the adjustment in Agreement prices. Agreement
prices may be adjusted by subtracting the City’s share of the accrued net savings.
App’d 7/20/2022
APP-13 of 33
General Conditions
Appendix 2
The amount specified to be paid to the Contractor in the executed Change Order which effectuates a
Cost Reduction Proposal will constitute full compensation to the Contractor for the Cost Reduction
Proposal and the performance of the work thereof pursuant to the said Change Order.
Upon acceptance of a Cost Reduction Incentive Proposal, any restrictions imposed by the
Contractor on its use or on disclosure of the information will become void, and the City thereafter
will have the right to use all or any part of the Proposal without obligation or compensation of any
kind to the Contractor.
App’d 7/20/2022
APP-14 of 33
General Conditions
Appendix 2
COST REDUCTION INCENTIVE PROPOSAL FORM
TO:
CIP City Engineer
FROM:
PROJECT NAME:
[TITLE]
CITY PROJECT NUMBER:
[####]
DATE:
Summary of Change (Brief description of proposed change including advantages and disadvantages):
ESTIMATED COST SUMMARY (Attached detailed estimate):
A.
Original Cost:
$
B.
Proposed Cost:
$
C.
Construction Savings (A-B):
$
D.
Gross Savings (Included OH
%, Bond
%)
$
E.
Contractor Implementing
$_
F.
City Implementing Cost:
$_
Reduction in Agreement Price (C+D-E-F) x 50%:
$
Date by which a Change Order must be issued so as to obtain maximum cost reduction:
App’d 7/20/2022
APP-15 of 33
General Conditions
Appendix 3
CITY OF CHANDLER, ARIZONA
PUBLIC WORKS & UTILITIES DEPARTMENT
CONTRACTOR'S AFFIDAVIT REGARDING SETTLEMENT OF CLAIMS
________________________, Arizona
Date ____________________________
Project Name: [TITLE]
City Project No.: [####]
To the City of Chandler, Arizona
Gentlemen:
This is to certify that all lawful claims for materials, rental of equipment and labor used in connection
with the construction of the above project, whether by subcontractor or claimant in person, have been
duly discharged.
The undersigned, for the total compensation of $________________________, as set out in the final pay
application, as full and complete payment under the terms of the Agreement, hereby waives and
relinquishes any and all further claims or right of lien under, in connection with, or as a result of the
above described project. The undersigned further agrees to indemnify and save harmless the City of
Chandler against any and all liens, claims or liens, suits, actions, damages, charges and expenses
whatsoever, which said City may suffer arising out of the failure of the undersigned to pay for all labor
performances and materials furnished for the performance of said installation.
Signed and dated at ________________, this _________ day of _______________ 20_____.
__________________________________
CONTRACTOR
By _______________________________
STATE OF ARIZONA
)
) SS
COUNTY OF MARICOPA
)
The foregoing instrument was subscribed and sworn to before me this __________ day of
__________________ 20 _________.
___________________________________
Notary Public
___________________________________
My Commission Expires
App’d 7/20/2022
APP-16 of 33
General Conditions
Appendix 4
PERFORMANCE BOND
ARIZONA STATUTORY PERFORMANCE BOND
PURSUANT TO TITLES 28, 34, AND 41, ARIZONA REVISED STATUTES
(Penalty of this bond must be 100% of the Agreement amount)
KNOW ALL MEN BY THESE PRESENTS THAT:___________________________________________________
(hereinafter "Principal"), and __________________________________________________________ (hereinafter "Surety"), a
corporation organized and existing under the laws of the State of ______________ with its principal office in the City
of _____________________________, holding a certificate of authority to transact surety business in Arizona issued by
the Director of Insurance pursuant to Title 20, Chapter 2, Article 1, as Surety, are held and firmly bound unto
__________________________(hereinafter "Obligee") in the amount of __________________________________________
(Dollars) ($___________), for the payment whereof, Principal and Surety bind themselves, and their heirs,
administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written Agreement with the Obligee, dated
the ____________ day of _______________________, 20___ for construction of [TITLE], [####] which Agreement is hereby
referred to and made a part hereof as fully and to the same extent as if copies at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal faithfully performs
and fulfills all the undertakings, covenants, terms, and conditions of the Agreement during the original term of the
Agreement and any extension of the Agreement, with or without notice of the Surety, and during the life of any
guaranty required under the Agreement, and also performs and fulfills all the undertakings, covenants, terms,
conditions, and agreements of all duly authorized modifications of the Agreement that may hereafter be made,
notice of which modifications to the Surety being hereby waived, the above obligation is void. Otherwise it
remains in full force and effect.
PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Title 34, Chapter 2, Article 2,
Arizona Revised Statutes, and all liabilities on this bond will be determined in accordance with the provisions of
Title 34, Chapter 2, Article 2, Arizona Revised Statutes, to the same extent as if it were copied at length in this
Agreement.
The prevailing party in a suit on this bond may recover as part of the judgment reasonable attorney fees
that may be fixed by a judge of the court.
Witness our hands this ________________ day of ____________________, 20__.
____________________________________
PRINCIPAL
SEAL
___________________________________
AGENT OF RECORD
By _________________________________
____________________________________
SURETY
SEAL
___________________________________
AGENT ADDRESS
App’d 7/20/2022
APP-17 of 33
General Conditions
Appendix 5
PAYMENT BOND
ARIZONA STATUTORY PAYMENT BOND
PURSUANT TO TITLES 28, 34, AND 41, OF THE ARIZONA REVISED STATUTES
(Penalty of this Bond must be 100% of the Agreement amount)
KNOW ALL MEN BY THESE PRESENTS THAT:________________________________________________
(hereinafter "Principal"), as Principal, and _________________________________________(hereinafter "Surety"), a
corporation organized and existing under the laws of the State of __________________ with its principal office in the
City of __________________, holding a certificate of authority to transact surety business in Arizona issued by the
Director of the Department of Insurance pursuant to Title 20, Chapter 2, Article 1, as Surety, are held and firmly
bound
unto
________________________
(hereinafter
"Obligee")
in
the
amount
of
______________________________________________ (Dollars) ($___________), for the payment whereof, the Principal and
Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally,
firmly by these presents.
WHEREAS, the Principal has entered into a certain written Agreement with the Obligee, dated the _________ day of
_______________________, 20___ for construction of [TITLE], [####] which Agreement is hereby referred to and made
a part hereof as fully and to the same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal promptly pays all
moneys due to all persons supplying labor or materials to the Principal or the Principal's subcontractors in the
prosecution of the work provided for in said Agreement, this obligation is void. Otherwise it remains in full force
and effect.
PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Title 34, Chapter 2, Article 2
Arizona Revised Statutes, and all liabilities on this bond will be determined in accordance with the provisions,
conditions and limitations of Title 34, Chapter 2, Article 2, Arizona Revised Statutes, to the same extent as if it were
copied at length in this Agreement.
The prevailing party in a suit on this bond may recover as part of the judgment reasonable attorney fees
that may be fixed by a judge of the court.
Witness our hands this ________________ day of ____________________, 20__.
____________________________________
PRINCIPAL
SEAL
___________________________________
AGENT OF RECORD
By _________________________________
____________________________________
SURETY
SEAL
___________________________________
AGENT ADDRESS
App’d 7/20/2022
APP-18 of 33
General Conditions
Appendix 6
DISPUTE RESOLUTION
A.
INFORMAL DISPUTE RESOLUTION
The parties to the Agreement agree that time is of the essence in relation to
performance of the Agreement and completion of the Project, therefore any and all
disputes in relation to the Agreement will initially be referred to the Project
Manager,
the
Design
Professional Representative
and/or
the
Contractor
Representative as applicable to the dispute, for immediate resolution. If, after
good faith efforts to reach a resolution, none is reached, any party to the dispute
may submit the dispute to the Dispute Resolution Representative (“DRR”) process
set forth below, which is intended to be an expedited process.
B.
DISPUTE RESOLUTION REPRESENTATIVE (“DRR”) PROCESS
1.
The Parties under the Agreement agree that all claims and disputes in relation
to the Project which are not resolved in the ordinary course of the Project
(“Claim” or “Claims”) will, as a prerequisite to any mediation, or litigation of
the Claim, first be submitted for resolution between the designated
Dispute Resolution Representatives of the Parties as set forth herein (the
“DRR Process”).
2.
The DRR Process will be initiated through service of a DRR Notice as set
forth below:
a.
For claims by the Contractor or the Design Professional, the DRR
Process will be initiated by the party asserting the claim serving
written notice on the City setting forth in detail: (i) the basis for the
claim; (ii) the effect of the Claim upon the construction of, and/or
Project Schedule for, the Project;
(iii) the specific relief requested, the amount thereof, and how such
was calculated; (iv) the parties involved in the Claim, and how
they are involved; (v) the specific Agreement provisions in the
Agreement Documents (including, if applicable, drawings and
specifications) which apply; and (vi) efforts made to date to resolve
the Claim.
b.
For claims by the City, the DRR process will be initiated by the
City providing written notice to the other parties of the basis and
amount of its claim, the parties involved in the Claim, and how they
are involved, the provisions in the Agreement Documents that apply,
and the relief requested.
c.
The DRR Notice will be hand-delivered and e-mailed to the other
parties’ designated Dispute Resolution Representatives.
3.
The other parties will respond in writing to the DRR Notice (“DRR
Response”) within ten (10) calendar days of receipt of the DRR Notice, setting
forth those items set forth in the DRR Notice that they agree with, dispute,
and/or have questions concerning. The DRR Response will be hand-delivered
and e-mailed to the other parties’ Dispute Resolution Representatives.
App’d 7/20/2022
APP-19 of 33
General Conditions
Appendix 6
4.
The designated Dispute Resolution Representatives for the Parties to the
claim will then meet as soon as possible and in any event within twenty (20)
calendar days of submission of the DRR Notice (regardless of whether a
DRR Response has been submitted by all parties involved in the dispute), at
a mutually agreed upon time and place, to attempt to resolve the Claim
based upon the DRR Notice and DRR Response.
5.
At any time after the first meeting required above, either party may
terminate the DRR Process by written notice to the other party.
6.
The parties may agree, in writing, to extend or modify the time limits or
other provisions of the DRR process in relation to a specific pending Claim.
7.
Unless otherwise designated in a written notice to the other parties, the City
and the representatives of the Contractor and of the Design Professional will
act as the parties’ designated Dispute Resolution Representatives.
8.
If a resolution of the Claim is reached, that resolution must be set forth in
writing and must be signed by the Parties’ designated Dispute Resolution
Representative. If the resolution involves a change in any Agreement
Documents, the Agreement Price, the Project Schedule, or any other change
requiring a written Change Order or Amendment, the parties must execute
an appropriate written Change Order or Amendment pursuant to the terms
of the Agreement Documents.
C.
MEDIATION
1.
Unless extended by written agreement of the parties involved in the dispute,
any Claim not resolved through the DRR process set forth above within
five (5) calendar days after the meeting required under B (4) above, or after
the DRR is terminated pursuant to B (5) above, whichever is earlier, will be
submitted to mediation as a condition precedent to litigation by either party.
2.
The mediation will be commenced by written demand upon the other party
for mediation. If the parties cannot agree upon a mediator within ten (10)
calendar days of the written demand, either party may make a request to the
Civil Presiding Judge of the Maricopa County Superior Court to appoint a
mediator. The mediation will occur within forth (40) calendar days of the
written demand for mediation, unless the parties agree, in writing, to a
longer period of time.
3.
The qualifications for the mediator will be that he/she be: (a) an
experienced mediator, arbitrator or litigator of construction disputes; and (b)
having engaged a significant portion of his/her time involving and/or
resolving construction disputes for at least the past five (5) years.
4.
Each party will provide to the other party and the mediator all of the
information and documentation required under B(1) and (2) above, together
with any additional information and documentation which the party believes
relevant. In addition, the parties will exchange, and provide to the mediator
App’d 7/20/2022
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General Conditions
Appendix 6
such additional memoranda, information and/or documentation, as the
mediator may request, and in the form and at such times, as the mediator
may direct.
5.
The parties will share the mediator’s fee and any filing fees equally. The
mediation will be held in Chandler, Arizona, unless another location is
mutually agreed upon. Agreements reached in mediation will be specifically
enforceable in any court having jurisdiction thereof.
D.
LITIGATION
Any claim arising out of or related to the Agreement, except Claims relating to
aesthetic effect and except those claims waived as provided for in the Agreement
Documents, must be resolved through litigation in the Maricopa County, Arizona
Superior Court.
App’d 7/20/2022
APP-21 of 33
General Conditions
Appendix 7
CITY OF CHANDLER, ARIZONA
PUBLIC WORKS & UTILITIES DEPARTMENT
CERTIFICATE OF COMPLETION
PROJECT NAME:
[TITLE]
CITY PROJECT NO.:
[####]
If Federally Funded:
FEDERAL NO.:
ADOT NO:
(This section to be completed by Prime)
I HEREBY CERTIFY THAT ALL GOODS AND/OR SERVICES REQUIRED BY CITY OF CHANDLER FOR THIS
PROJECT HAVE BEEN DELIVERED IN ACCORDANCE WITH THE AGREEMENT DOCUMENTS AND BID
SPECIFICATIONS AND ALL ACTIVITIES REQUIRED BY THE AGREEMENTOR UNDER THE AGREEMENT
HAVE BEEN COMPLETED AS OF THE COMPLETION DATE LISTED HERE:
FINAL ACCEPTANCE DATE:
PRIME CONTRACTOR:
FIRM NAME:
PRINCIPAL:
TITLE:
SIGNATURE:
DATE:
CERTIFIED BY [INSERT NAME AND TITLE OF PARTY THAT OVERSEES CONSTRUCTION]:
FIRM NAME:
SIGNATURE:
DATE:
PROJECT ACCEPTED BY CITY OF CHANDLER:
NAME:
SIGNATURE:
DATE:
App’d 7/20/2022
APP-22 of 33
General Conditions
Appendix 8
CONSTRUCTION SIGN DETAIL
8'
3"
CITY OF CHANDLER
5"
3"
PUTTING YOUR FUNDS TO WORK
5"
3"
PROJECT TITLE:
5"
4'
3"
PROJECT NUMBER:
3"
2"
PROJECT COST:
3"
2"
CONTRACTOR:
3"
2"
MANAGED BY:
PUBLIC WORKS & UTILITIES DEPARTMENT
3"
CAPITAL PROJECTS DIVISION
3"
<--- 4" X 4" POSTS --->
NOTES:
SIGN(S) MUST BE FURNISHED AND ERECTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. POSTS
MUST BE ANCHORED A MINIMUM OF TWO FEET INTO THE GROUND. BOTTOM OF SIGN MUST BE A
MINIMUM OF FOUR FEET ABOVE THE GROUND.
TYPICAL PROJECT IDENTIFICATION SIGN FOR GENERAL PROJECTS MUST BE NON-REFLECTORIZED
GREEN BACKGROUND, AND NON-REFLECTORIZED WHITE LETTERS AND NUMERALS.
ONE SIGN MUST BE ERECTED FOR BUILDINGS AND OTHER LIMITED AREA SINGLE SITES. FOR MULTIPLE
SITES, ONE SIGN MUST BE ERECTED AT EACH SITE.
FOR LINEAR PROJECTS ONE HALF MILE OR LONGER, PLACE ONE SIGN AT EACH END OF THE PROJECT.
App’d 7/20/2022
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General Conditions
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COST OF THE WORK
(APPLICABLE SOLELY TO CONSTRUCTION MANAGER AT RISK AND JOB ORDER CONTRACTING)
SECTION 1 – COSTS TO BE REIMBURSED
1.1 Cost of the Work
The term Cost of the Work will mean costs necessarily incurred by Contractor in the proper
performance of the Work. Such costs must be at rates not higher than the standard paid at the place
of the Project except with prior consent of City. The Cost of the Work will include only the items set
forth in this Section 1.
1.2 Labor Costs
1.2.1
Wages of construction workers directly employed by the Contractor to perform the
construction of the Work at the site or, with City’s approval, at off-site workshops. Cost to
be reimbursed will be the actual wages paid to the individuals performing the work.
1.2.2
Wages or salaries of the Contractor’s supervisory and administrative personnel when
stationed at the site with City’s approval. No Contractor personnel stationed at the
Contractor’s home or branch offices will be charged to the Cost of the Work. Non-field
office based Contractor management and support personnel are expected to provide
service and advice from time to time throughout the job and his/her time devoted to
Project matters is considered to be covered by the Contractor’s Fee.
1.2.3
Wages and salaries of Contractor’s supervisory or administrative personnel who would
normally be stationed at the field office in accordance with Section 1.2.2 but who become
engaged, at factories,
workshops or on the road, in expediting the production or
transportation of materials or equipment required for the Work, but only for that portion
of his/her time required for the Work. Employee bonuses and/or costs associated with
Employee Stock Ownership Plans (“ESOP”) will not be considered reimbursable labor or
labor burden costs and will be considered non-reimbursable costs considered to be covered
by the Contractor’s Fee.
1.2.4
Costs paid or incurred by Contractor for taxes, insurance, contributions, assessments and
benefits required by law or collective bargaining agreements and, for personnel not
covered by such agreements, customary benefits such as sick leave, medical and health
benefits, holiday, vacations and pensions, provided such costs are based on wages and
salaries included in the Cost of the Work under Subparagraphs 1.2.1 through 1.2.3.
1.2.4.1 Cost of the Work will include the actual net cost to Contractor for worker’s
compensation insurance attributable to the wages chargeable to the Cost of Work per this
Agreement. The actual net cost of worker’s compensation must take into consideration
all cost adjustments due to experience modifiers, premium discounts, policy dividends,
retrospective rating plan premium
adjustments, assigned risk pool rebates, any
applicable weekly maximums, etc. Contractor may charge an estimated amount for
worker’s compensation insurance costs, but will make appropriate cost adjustments to
actual costs within 45 days of receipt of actual cost adjustments from the insurance
carrier.
App’d 7/20/2022
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1.2.4.3 Overtime wages paid to salaried personnel (if approved in advance in writing by City)
will be reimbursed at the actual rate of overtime pay paid to the individual. No time
charges for overtime hours worked on the Project will be allowed if the individual is not paid
for the overtime worked.
1.2.4.4 Any overtime premium or shift differential expense to be incurred by Contractor for hourly
workers will require City’s advance written approval before the incremental cost of the
overtime premium or shift differential will be considered a reimbursable cost. If the
Contractor is required to work overtime as a result of an inexcusable delay or other
coordination problems caused by the Contractor or anyone he/she is responsible for,
the overtime premium and/or shift differential expense portion of the payroll expense
and related labor burden costs will be considered as cost not to be reimbursed.
1.2.4.5 Reimbursable labor burden costs will be limited to payroll taxes, worker’s compensation
insurance, the employer’s portion of union benefit costs for union employees working on the
Project, and the actual verifiable fringe benefit costs incurred by Contractor for non-union
individuals working on the Project subject to the following maximum percentages for the
following reimbursable non-union fringe benefit costs. The following maximums (as a
percentage of reimbursable actual wages by individual) will apply for each of the following
types of fringe benefit costs specifically attributable to each of the non-union personnel
working on the Project:
•
Medical Insurance, Dental, Life & AD&D Insurance:
12.00%
•
Holiday, vacation and other paid time not worked:
10.00%
•
Pension Plan Contributions to Vested Employee Account,
Simplified Employee Pension Plans, or 401K matching plans
(Note: ESOP related costs are covered by the Contractor Fee)
10.00%
For non-union personnel, no other fringe benefit costs (other than the three specific
categories listed immediately above, will be considered reimbursable Cost of Work. Any
labor burden costs that are in excess of the amounts considered reimbursable or are
otherwise not considered reimbursable under the terms of this agreement are intended to
be covered by the Contractor Fee.
1.3
Subcontract Costs
1.3.1
Payments made by Contractor to Subcontractors in accordance with the requirements of
the subcontracts.
1.3.2
For Scope of Work Bid Packages typically performed by Subcontractors, Contractor may
“self- perform” such work on an actual cost basis subject to an agreed upon Guaranteed
Maximum Price for the “self-performed work”. The Contractor must, unless agreed to by City
in writing, bid his/her proposed guaranteed Maximum Price for the work to be “self-
performed” against at least three other interested trade Contractors. All savings under
any such Subcontract for “self-performed work” must be applied to reduce the Cost of Work
under the Agreement and the Guaranteed Maximum Price. For purposes of defining “self-
performed work” subject to this provision, any division of Contractor, or any separate
Contractor or Subcontractor that is partially owned or wholly owned by the Contractor or
any of his/her employees or employee’s relatives will be considered a related party entity
App’d 7/20/2022
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and will be subject to this provision regarding “self-performed work”. No self-performed work
will be allowed to be performed on a Fixed Price basis.
1.3.3
Contractor (with respect to its Suppliers, Subcontractors and all lower tier Subcontractors)
must provide City advance written notice and must obtain City’s approval for any proposed
Subcontract Change Order, Material Purchase Order, or other financial commitment in an
amount in excess of $5,000 prior to placing such order or entering into such agreement
(regardless of whether or not any such commitment will affect the prime Agreement
Guaranteed Maximum Cost). It is agreed that sums applicable to any Subcontract Change
Order, Purchase Order or other financial commitment entered into in violation of the above
notice and approval requirement will not be included in the amounts owning to Contractor,
Subcontractors or Suppliers whether as Costs of the Work or as reasonable termination
costs in the event of termination.
1.4
Costs of Material and Equipment Incorporated in the Completed Construction
1.4.1
Costs, including transportation and storage, of materials and equipment incorporated or
to be incorporated in the completed construction.
1.4.2
Costs of materials described in the preceding Subparagraph 1.4.1 in excess of those
actually installed to allow for reasonable waste and spoilage. Unused excess materials, in
any, will become City’s property at the completion of the Work or, at City’s option, may be
sold by the Contractor. Any amounts realized from such sales must be credited to City as a
deduction from the Cost of Work.
1.4.3
Proceeds from the sale of recyclable materials, scrap, waste, etc. will be credited to job cost.
1.5
Costs of Other materials and Equipment, Temporary Facilities and Related Items
1.5.1
Costs, including transportation and storage, installation, maintenance, dismantling and
removal of materials, supplies, temporary facilities, machinery, equipment and hand tools
not customarily owned by construction workers, that are provided by the Contractor at the
site and fully consumed in the performance of the Work; and cost (less salvage value) of such
items if not fully consumed, whether sold to others or retained by Contractor. Cost for
items previously used by Contractor will mean fair market value.
1.5.2
Rental charges for temporary facilities, machinery, equipment, and hand tools not
customarily owned by construction workers that are provided by Contractor at the site,
whether rented from Contractor or others, and costs of transportation, installation, minor
repairs and replacements,
dismantling and removal thereof. Rates and quantities of
equipment rented will be subject to City’s prior written approval.
1.5.2.1 The Projected usage for each piece of equipment to be rented for use on the Project and
the estimated total rentals must be considered by Contractor before the piece of
equipment is rented so that an appropriate rent versus buy decision can be made.
Purchased equipment must be considered “job owned”. At the completion of the Project,
Contractor must transfer title and possession of all remaining job-owned equipment to
City, or Contractor may keep any such equipment for an appropriate fair market value
credit to job cost, which will be mutually agreed to by City and Contractor.
App’d 7/20/2022
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1.5.2.2 Each piece of equipment to be rented must have hourly, daily, weekly and monthly rates
and the most economical rate available will be reimbursed based on the circumstances of
actual need and usage of the piece of equipment while it is stationed at the jobsite.
When the piece of equipment is no longer needed for the work, no rental charges will be
reimbursed if the piece of equipment remains at the jobsite for the convenience of
Contractor.
1.5.2.3 Equipment Rental Rates
1.5.2.3.1 Compensation for equipment used on the Project will be paid in accordance with the
Equipment Plan submitted by Contractor in the accepted GMP Proposal and no payments
will be made in excess of the rates set forth in the Equipment Plan, or actual
documented costs, whichever is less.
1.5.2.3.2 All equipment rental rates and costs are subject to City’s right to audit when submitted as
part of Equipment Plan and/or at any time during the Project.
1.5.2.4 The aggregate rentals chargeable for each piece of Contractor owned tools or equipment
must not exceed 50% of the fair market value of such equipment at the time of its
commitment to the Work. The original purchase price and date of purchase of the equipment
will be documented with a copy of the purchase invoice for the piece of equipment. Such
aggregate limitations will apply and no further rentals will be charged even if a piece of
equipment is taken off the job and is later replaced by a similar piece of equipment. For
purposes of computing the aggregate rentals applicable to aggregate rental limitations,
rental charges for similar pieces of equipment will be combined if the pieces of equipment
were not used at the same time.
1.5.2.5 Fair market value for used material and equipment as referred to in the Agreement
Documents will mean the estimated price a reasonable purchaser would pay to purchase
the used material or equipment at the time it was initially needed for the job. Note: This is
usually lower than the price a reasonable purchaser would pay for similar new construction
material or construction equipment.
1.5.2.6 All losses resulting from lost, damaged or stolen tools and equipment will be the sole
responsibility of Contractor, and not City, and the cost of such losses will not be
reimbursable under the Agreement.
1.5.2.7 Contractor will be required to maintain a detailed equipment inventory of all job-owned
equipment (either purchased and charged to job cost or job-owned through aggregate
rentals) and such inventory must be submitted to City each month. For each piece of
equipment, such inventory should contain at a minimum (1) original purchase price or
acquisition cost (2) acquisition date (3) approved Fair Market Value at the time the piece of
equipment was first used on the job and (4) final disposition.
1.5.2.8 All costs incurred for minor maintenance and repairs will be reimbursed at actual cost. Such
costs include routine and preventative maintenance, minor repairs and other incidental
costs. Repairs and/or replacement of a capital nature are considered to be covered by the
rental rates. Major repairs and overhauls are not considered routine and ordinary;
consequently such costs are not reimbursable and are intended to be covered by the rental
App’d 7/20/2022
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General Conditions
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rates.
1.5.3
Costs of removal of debris from the Site.
1.5.4
Costs of document reproductions, facsimile transmissions and long-distance telephone
calls, postage and parcel delivery charges, telephone service at the site and reasonable
petty cash expenses of the site office.
1.5.5
That portion of the reasonable expenses of Contractor’s personnel incurred while
traveling in discharge of duties connected with the Work.
1.5.5.1 No travel expenses will be reimbursed to Contractor’s representatives unless Project related
travel required them to travel to a destination more than 100 miles from the Project
location. Any travel involving airfare will require advance written approval by an authorized
City’s representative.
1.5.6
Costs of materials and equipment suitably stored off the site at a mutually acceptable
location, if approved in advance by the City.
1.5.7
Reproduction costs will be the actual costs of reproduction subject to a maximum of five
cents ($.05) per square foot for prints and a maximum of five cents ($.05) per 8 ½ by 11-
inch page for offset print or photo copied agreement documents, specifications, etc.
Telephone costs will be the actual costs paid to the third party telephone company for the
field office telephone.
1.6
Miscellaneous Costs
1.6.1
That portion of insurance and bond premiums that can be directly attributed to the
Agreement. The City will reimburse Contractor for contractually required bond at time of first
pay application for GMP and Cost-Based Agreements upon receipt of proof of payment
from the Contractor. If the Contractor completes Work for less than the Agreement Price,
Contractor must credit the City a pro- rated amount for the unused portion of the bond
payment
1.6.1.1 Contractor’s actual cost for insurance will be considered to be included within the Maximum
limit for General Conditions Costs. All premiums for any insurance and bonds required for
the Project must reflect the net actual costs to Contractor after taking into consideration cost
adjustments due
to experience modifiers, premium
discounts, policy dividends,
retrospective rating plan premium adjustments, assigned risk pool rebates, refunds, etc.
1.6.1.2 The amount to be reimbursed to Contractor for all contractually required insurance will be
actual costs not to exceed a total of 2% of the Agreement Value, unless Contractor
establishes to City’s satisfaction that the actual cost is higher and City agrees to such actual
higher cost in writing. If Contractor’s cost of contractually required insurance is greater
than the amount agreed to be reimbursed per this Agreement Provision, the difference
will be considered to be covered by the Contractor’s Fee. The City will reimburse
Contractor for contractually required insurance on a monthly basis for GMP and Cost-
Based Agreements. If Contractor can demonstrate substantial savings by paying for all
insurance in advance, the City may agree to reimburse all insurance costs at time of first pay
App’d 7/20/2022
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General Conditions
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application for GMP and Cost-Based Agreements with proof of payment from Contractor.
1.6.2
Sales, use or similar taxes imposed by a governmental authority that are related to the Work.
1.6.3
Fees and assessments for the building permit and for other permits, licenses and
inspections for which Contractor is required by the Agreement Documents to pay.
1.6.4
Fees of laboratories for tests required by the Agreement Documents, except those related to
defective or nonconforming Work and which do not fall within the scope of ¶ 1.7.3 below.
1.6.5
Royalties and license fees paid for the use of a particular design, process or product
required by the Agreement Documents; the cost of defending suites or claims for
infringement of patent rights arising from such requirement of the Agreement Documents;
and payments made in accordance with legal judgments against Contractor resulting from
such suites or claims and payments of settlements made with City’s consent. However,
such costs of legal defenses, judgments and settlements must not be included in the
calculation of the Contractor’s Fee or subject to the Guaranteed Maximum Price.
1.6.6
Data processing costs related to the Work. However, any such data processing costs will be
limited to the cost of personal computer hardware used at the field office in the
normal day to day administration, management and control of the Project. The
aggregate charges for any such hardware must not exceed the Fair Market Value of the
hardware at the time it was brought to the field office. If the total charges for any particular
piece of hardware reach an amount equal to the Fair Market Value, that particular piece of
hardware must be turned over to City whenever it is no longer needed for the Project. If
Contractor elects to keep the particular piece of hardware, the job costs must be credited
with a mutually agreeable amount which will represent the Fair Market Value of the
particular piece of hardware at the time it was no longer needed for the job. Software or
other costs associated with the use of computer programs will not be considered to be a
reimbursable cost and will be considered to be covered by the Contractor’s Fee.
1.6.7
Deposits lost for causes other than Contractor’s negligence or failure to fulfill a specific
responsibility to City as set forth in the Agreement Documents.
1.6.8
Legal, mediation and arbitration costs, including attorneys’ fees, other than those arising
from disputes between City and Contractor, reasonably incurred by Contractor in the
performance of the Work and with City’s prior written approval; which approval will not be
unreasonably withheld.
1.6.9
Expenses incurred in accordance with Contractor’s standard personnel policy for relocation
and temporary living allowances of personnel required for the Work, if pre-approved by City
in writing. If City authorizes the reimbursement of relocation costs, the reimbursable
relocation expenses will be limited to a maximum of $50,000 per person. Any relocation
cost incurred by Contractor in excess of the amount reimbursed by City will be considered to
be covered by the Contractor’s Fee.
1.7
Other Costs and Emergencies
1.7.1
Other costs incurred in the performance of the Work if and to the extent approved in
App’d 7/20/2022
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General Conditions
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advance in writing by City.
1.7.2
Costs due to emergencies incurred in taking action to prevent threatened damage, injury or
loss in case of an emergency affecting the safety of persons and property.
1.7.3
Costs of repairing or correcting damaged or nonconforming Work executed by Contractor,
Subcontractors or Suppliers, provided that such damaged or nonconforming Work was not
caused by negligence or failure to fulfill a specific responsibility of Contractor and only to the
extent that the cost of repair or correction is not recoverable by Contractor from
insurance, sureties, Subcontractors or Suppliers.
1.8
Related Party Transactions
1.8.1
The term “related party” will mean a parent, subsidiary, affiliate or other entity having
common ownership or management with Contractor; any entity in which any stockholder in,
or management employee of, Contractor owns any interest in excess of ten percent in the
aggregate; or any person or entity which has the right to control the business or affairs of
Contractor. The term “related party” includes any member of the immediate family of any
person identified above.
1.8.2
If any of the costs to be reimbursed arise from a transaction between Contractor and a
related party, Contractor must notify City in writing of the specific nature of the
contemplated transaction, including the identity of the related party and the anticipated
cost to be incurred, before any such transaction is consummated or cost incurred. If City,
after such notification, authorizes in writing
the proposed transaction, then the cost
incurred will be included as a cost to be reimbursed, and Contractor must procure the Work,
equipment, goods or service from the related party, as a Subcontractor. If City fails to
authorize the transaction, Contractor must procure the Work, equipment, goods or
service from some person or entity other than a related party.
SECTION 2 – COSTS NOT TO BE REIMBURSED
2.1
The Cost of Work must not include:
2.1.1
Salaries and other compensation of Contractor’s personnel stationed at Contractor’s principal
office or offices other than the site office, except as specifically provided in Subparagraphs
1.2.2 and 1.2.3.
2.1.2
Expenses of Contractors’ principal office and offices other than the site office.
2.1.3
Overhead and general expenses, except as may be expressly included in Section 1.
2.1.3.1 Costs of Contractor’s home office computer services or other outside computer processing
services will be considered overhead and general expense. Accordingly, Contractor should
not plan to perform any such computer related services or alternatives at the field office
when such services or functions can be performed at Contractor’s home or branch offices,
or other outside service locations.
2.1.4
Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work.
App’d 7/20/2022
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2.1.5
Rental costs of machinery and equipment, except as specifically provided in subparagraph
1.5.2.
2.1.6
Except as provided in Subparagraph 1.7.3 of the Agreement, costs due to the negligence or
failure to fulfill a specific responsibility of Contractor, Subcontractors and Suppliers or
anyone directly or indirectly employed by any of them or for whose acts of them may be
liable.
2.1.7
Any cost not specifically and expressly described in Section 1.
2.1.8
Costs, other than costs included in Change Orders approved by City that would cause the
GMP to be exceeded.
SECTION 3 – DISCOUNTS, REBATES, REFUNDS AND SAVINGS
3.1
Cash discounts obtained on payments made by Contractor will accrue to City if (1) before
making the payment, Contractor included them in an Application for Payment and
received payment therefore from City, or (2) City has deposited funds with Contractor with
which to make payments; otherwise, cash discounts will accrue to Contractor. Trade
discounts, rebates, refunds and amounts received from sales or surplus materials and
equipment will accrue to City, and Contractor must make provisions so that they can be
secured.
3.1.1
Cost of the Work will be credited with all insurance policy discounts, performance and
payment bond rebates or refunds, refunds or return premiums from any Subcontractor
default insurance, refunds or rebates from any Contractor controlled insurance programs
applicable to the Project, merchandise rebates of any nature, refunds of any nature,
insurance dividends; and a portion of any volume rebates or free material credits earned
with purchase of material or other goods and services charged to the job.
3.1.2
“Cash” discounts which may accrue to Contractor will be limited to a maximum of 1.5% of
invoice cost. Any portion of “Cash” discounts greater than 1.5% will automatically accrue
to City if Contractor is eligible to take advantage of the discounts.
3.2
Amounts that accrue to City in accordance with the provisions of Paragraph 3.1 will be
credited to City as a deduction from the Cost of the Work.
3.3
Any and all savings on the GMP, or any separately guaranteed items comprising the GMP,
will belong to City, subject to any express right in the Agreement for Contractor to share
in savings. Savings are subject to City’s right to audit, and may be audited separately.
SECTION 4 – GENERAL CONDITIONS COSTS
4.1
General Conditions Costs may include, but are not limited to, the following types of costs
incurred by Contractor during construction of the Work to the extent they are reimbursable
Costs of the Work as delineated above: payroll costs for Work conducted at the site, payroll
costs for the superintendent and full-time general foremen, payroll costs for management
App’d 7/20/2022
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personnel resident and working on the site workers not included as direct labor costs
engaged in support (e.g. loading/unloading, clean-up, etc.), administrative office personnel,
costs of offices and temporary facilities including office materials, office supplies, office
equipment, minor expenses, utilities, fuel, sanitary facilities and telephone services at the
site, costs of liability insurance premiums not included in labor burdens for direct labor
costs, costs of bond premiums, costs of consultants not in the direct employ of Contractor
or Subcontractors, fees for permits and licenses.
4.2
General Conditions Costs may be paid on a percentage of the Agreement Price or on a
lump/stipulate sum basis as set forth in the Agreement. All costs included in the General
Conditions Costs will not be separately invoiced to or paid by City.
4.3
The total amount of General Conditions Costs for the Work may be divided by the number of
days allowed for performance of the Work, to determine a fixed daily rate for General
Conditions Costs that may be used in computing the General Conditions Costs allocated to
any period of time, or for any adjustments in the General Conditions Costs agreed to in
writing by City.
App’d 7/20/2022
APP-32 of 33
General Conditions
Appendix 10
LANDSCAPE ESTABLISHMENT PERIOD
Section 1 – Description and General
Contractor is in direct control of work performed under the Landscape Establishment Period. If work
is subcontracted, a representative of the Contractor will be present at the site of the work for all
hours that the subcontractor works. Subcontracting of Landscape Establishment work will be
permitted for weed eradication with herbicides, because of special licensing. A licensed temporary
service may be used to supply labor to Contractor if Contractor has received approval from City
Representatives. Contractor will submit the required subcontract documentation.
Contractor must provide adequate personnel to accomplish the required maintenance of the plant
materials at intervals acceptable to City Representatives.
If not healthy at the end of the maintenance period, the maintenance must be continued until the
plant material is approved by City.
1.1 Time and Schedule
Unless otherwise expressly agreed to in writing by City, the Landscape Establishment Period will be
per General Conditions Section 6.5.4.
1.2 Planted Stock and Seeding Establishment
1.2.1
Tree planting and staking must be per City of Chandler Standard Detail C-801.
1.2.2
All trees will stand erect on their own without stakes when brought to this site. If the tree
cannot stand on its own when nursery stakes are removed, the tree will be removed and
replaced.
1.3 Pre-Emergent Herbicide and Weed Control
1.3.1
Contractor will provide three applications of an approved pre-emergent herbicide on all
unpaved areas of the project, as directed by City Representatives, to control weed growth in
all areas of the project. The number of applications may be increased as directed by the City
Representative, and at no additional cost to City, if the City Representative deems additional
applications are required to control weed growth.
1.3.2
Application sequence will be approved in advance by City. The first application of pre-
emergent will be completed prior to the application of Decomposed Granite and will be
included with the cost of the Decomposed Granite as specified and part of the Construction
Phase portion of work. The second application of pre-emergent will be completed after
installation of the Decomposed Granit and no later than half-way through the Landscape
Establishment Period. The third and final application of pre-emergent will be applied 15
days prior to completion of the Landscape Establishment portion of the project. The second
and third pre-emergent applications will be included with the cost of Landscape
Establishment. Watering will be completed in accordance with the manufacturer’s
recommendations, as included and as related to each application.
1.3.3
The pre-emergent herbicide will be applied in accordance with the Technical Specifications
and the recommendations of the pre-emergent herbicide manufacturer, as approved by
City Representatives.
App’d 7/20/2022
APP-33 of 33
General Conditions
Appendix 10
1.3.4
The control of weeds will be accomplished by the use of herbicides. Manual removal of
weeds will be required, after herbicides have taken affect.
1.3.5
Contractor is responsible for the removal and disposal of all trash and debris that during
the Landscape Establishment Period. Contractor will keep the project in a neat and orderly
manner during the duration of the Landscape Establishment Period.
1.4 Water
The water used during Landscape Establishment to properly maintain the plant material will be
furnished by City, at designated sources from within the project limits, at no charge to Contractor.
Contractor will be responsible for all equipment, materials and labor necessary to load, transport and
unload water for watering purposes.
1.5 Plant Material Replacements
The plant material replacement will be considered as included in the work for Landscape
Establishment, and will be made at no charge to the City.
1.5.1
Shrub and Plant Replacement - During the second half of the Landscaping Establishment
period, Contractor will provide, where required, plant replacements as follows:
Original Size
Replacement Size
1 gallon
5 gallon
5 gallon
15 gallon
15 gallon
24-inch box
36-inch box
48-inch box
1.5.2
Tree Replacement – During the second half of the Landscape Establishment Period,
Contractor will provide plant material replacements for existing plants that die as follows:
Existing Plant Material Sizes
Replacement Size
Trees:
2-inch Caliper
24-inch box
4-inch Caliper
36-inch box
6-inch Caliper and greater
54-inch box
Shrubs:
All Existing Shrubs
15 gallon
1.6 Measurement and Payment
See Technical Specifications for Measurement Payment provisions.
EXHIBIT C
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
Page TS-1
Project No.: WW2302.401
Rev. 1/16/2024
TECHNICAL SPECIFICATIONS
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
WW2302.201
TECHNICAL SPECIFICATIONS
Submitted to
CITY OF CHANDLER
December 22, 2023
Mayor
Kevin Hartke
Vice Mayor
Matt Orlando
City Council
Angel Encinas
Christine Ellis
OD Harris
Jane Poston
Mark Stewart
Submitted by:
www.dibblecorp.com
[This page intentionally left blank for double sided printing]
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
TOC - 1
December 22, 2023
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
WW2302.201
TECHNICAL SPECIFICATIONS
TABLE OF CONTENTS
Section
Subject
Pages
DIVISION 1 – GENERAL REQUIREMENTS
01010
Summary of Work
01010-4
01014
Work Sequence
01014-4
01015
Contractors Use of Premises
01015-2
01060
Health and Safety
01060-4
01062
Permits and Easements
01062-2
01064
Inspection and Testing
01064-2
01102
Contractor’s Hazardous Materials Management Program
01102-4
01300
Submittals
01300-6
01310
Progress Schedule
01310-2
01400
Public Awareness
01400-4
01550
Contractor’s Utilities
01550-2
01560
Environmental Controls
01560-10
01700
Restoration of Improvements
01700-2
01999
Reference Forms
01999-12
DIVISION 2 – SITE WORK
02145
Diversion of Water or Sewage Flow and Dewatering
02145-6
02146
Sewer Pipe and Sewer Structure Cleaning
02146-6
02147
Remote CCTV Inspection of Existing and Rehabilitated Sewers
02147-6
02148
CIPP Lining of Existing Sewers
02148-22
02720
Fiber Reinforced Polymer (FRP)
02720-24
DIVISION 9 – FINISHES
13128
Composite Material Manhole Insert
13128-16
** END OF SECTION **
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
TOC - 2
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 01010
SUMMARY OF WORK
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01010- 1
December 22, 2023
PART 1 - GENERAL
1.01
SCOPE
A. All construction shall be provided in accordance with the requirements of the 2023 City
of Chandler Supplement to MAG Standard Specifications and Details and the 2023
revision to the 2020 Maricopa Association of Government (MAG) Standard
Specifications and Details for Public Works Construction.
B. The Contractor shall provide all materials, equipment, and labor necessary to
rehabilitate/replace sanitary sewer pipe and manholes utilizing techniques and methods
as described in the project Design Drawings and Technical Specifications.
C. Major work to be performed under this contract includes, but is not limited to the
following:
1. Provide traffic control as necessary for bypass operations, remote Closed-Circuit
Television (CCTV) visual inspection, cleaning, sanitary sewer pipe and access
manhole rehabilitation. Traffic control plans shall be submitted to the City for
approval and receive a traffic control permit prior to construction activities.
2. Restore area disturbed by constructions activities back to pre-construction
conditions.
3. Provide coordination with a Public Notification Firm for notification of
construction activities to the public, as applicable.
4. Provide all bypass pumping, piping, power, noise control, and odor control
including materials, labor, and equipment necessary to divert sanitary sewage flows
around the rehabilitation construction area as necessary to complete the work.
5. Provide pavement replacement in accordance with current City and/or ADOT
specifications.
6. Perform cleaning of sanitary sewer pipe to remove all grease, scale, roots, debris,
and foreign protrusions prior to pipe rehabilitation.
7. Perform CCTV investigation to confirm appropriate cleaning efforts and identify
any pipe conditions that would prohibit proper cured-in-place pipe (CIPP) lining
method of pipe rehabilitation.
8. Provide all equipment, labor, and materials, including ancillary work required in
manholes or excavation of access pit(s) to install CIPP liner into sanitary sewer
pipes along with a gaseous/watertight seal at the access manhole interface as
SECTION 01010
SUMMARY OF WORK
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01010- 2
December 22, 2023
indicated in the Contract Documents.
9. Provide equipment, labor, and materials to structurally repair the sanitary sewer
manholes bench/throat as necessary, install a structural insert into existing
manhole interior, and apply a gas tight protective barrier to the bench and throat
continuously between the CIPP pipe lining and the wall of the manhole insert as
indicated in the Contract Documents.
10. Perform “pre” pipe rehabilitation and “post” pipe rehabilitation CCTV condition
documentation.
11. Coordinate work activities with adjacent businesses, public events, and special
needs (e.g. medical and emergency response).
12. Coordinate and obtain Encroachment Permits from the Arizona Department of
Transportation (ADOT).
13. Maintain access to private properties including sidewalks and driveways as
necessary during the course of the work. Maintain sanitary sewer service to
properties as necessary to prevent sewage backups into homes and businesses.
14. Restore the construction sites to pre-existing conditions.
15. Provide all equipment, labor, and materials to maintain nuisance odorous gasses
within City accepted limits.
16. Provide all equipment, labor, and materials to prevent detrimental heated water
from entering the wastewater treatment facility.
1.02
UTILITIES
A. The Contractor shall field locate and verify the horizontal and vertical location of all
piping along with wet and dry utilities prior to conducting any excavation work.
B. The Contractor is required to contact Arizona 811, formerly Blue Stake, at 811 at least
five (5) working days prior to the start of any excavation.
C. Quarter Section maps of the City’s sanitary sewer collection system are available upon
request from the City. It shall be the responsibility of the Contractor to coordinate and
obtain copies of these maps. The Contractor shall not solely rely upon the information
contained in the mapping and shall field verify for accuracy.
1.03
FLOW CHARACTERISTICS
A. The project sanitary sewer collection system receives wastewater from residential and
commercial facilities within the City through both gravity and off-site lift station force
main discharge. The Contractor shall bypass flows around the work area described in
SECTION 01010
SUMMARY OF WORK
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01010- 3
December 22, 2023
the project as necessary to complete the work specified.
B. The collection system may receive nuisance runoff water during storm events. Volumes
of nuisance water are unpredictable. The Contractor shall be responsible to take
appropriate precaution when rain events are pending.
C. The Contractor shall be responsible for any/all monitoring of flows as necessary to size
the bypass system to ensure against Sanitary Sewer Overflows (SSO) of upstream
sewers.
D. The Contractor shall be responsible for maintaining uninterrupted sanitary sewer
services in laterals within the segment affected by the manhole and pipe rehabilitation
and bypass pump flows, if necessary, to ensure against detrimental surcharging of
laterals and backup of raw sewage into residences and businesses.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
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SECTION 01010
SUMMARY OF WORK
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01010- 4
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 01014
WORK SEQUENCE
_____________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01014 - 1
December 22, 2023
PART 1 - GENERAL
1.01
CONTINUITY OF FACILITY OPERATIONS
Work under this Contract shall be planned, scheduled, and performed so as to minimize
disruption to the operation of existing business, facilities, surrounding residents and the
traveling public. The Contractor shall provide all equipment and facilities (including
piping, pumps, odor mitigation, and noise control along with standby power, pumps,
equipment, and appurtenances) necessary to maintain flow through and/or around existing
facilities. Contractor shall be responsible for traffic control to redirect the flow of traffic
through and/or around the work area, including pedestrian traffic.
1.02
PROJECT COMPLETION
The project shall be completed within the contract time as outlined in the Construction
Contract.
1.03
PUBLIC INFORMATION
A. Refer to Technical Specification Section 01400 - PUBLIC AWARENESS
1.04
SCHEDULING AND SEQUENCING CONSTRAINTS
A. The Contractor shall rehabilitate pipes and manholes identified in the Construction
Documents. Once construction activities commence, the Contractor shall continue
uninterrupted until all pipes identified for rehabilitation are completed.
B. No construction activities shall begin on-site until all required submittals are
transmitted to the City or City’s Representative and returned stamped with “No
Exceptions Taken” or “Make Corrections Noted”.
C. The Contractor shall receive written approval from the property owner of equipment
storage sites. Maps depicting locations of the equipment storage sites and copies of
signed agreements shall be submitted to the City’s Representative prior to occupancy.
D. Traffic control shall remain in effect as dictated by the approved Traffic Control Plan
and Permit until all work is completed and inspected. Contractor shall maintain access
to all private properties within the project area on a 24-hour basis unless written
approval is otherwise obtained from property(s) owners for reduced access. Copies of
all written approvals shall be provided to the City or City’s Representative prior to
work commencing.
E. Bypassing sewage flow and containment as required for rehabilitation of pipes is part
of this contract. Refer to Technical Specification Section 02145 – DIVERSION OF
SECTION 01014
WORK SEQUENCE
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01014 - 2
December 22, 2023
SEWAGE FLOW AND DEWATERING for the bypass pumping requirements and
restrictions.
F. Odor control shall be provided at all times during the rehabilitation work. The odor
control plan shall be submitted to the City’s Representative at the project coordination
construction meeting prior to commencement of work within the individual work area.
G. Cleaning and CCTV of the pipe interior is required for all pipes scheduled to be
rehabilitated. Whenever active sewer flow is present, time lapse between cleaning and
pipe rehabilitation shall be no greater than 30 calendar days and no sooner than 48
hours to identify the presence of roots or identify conditions that may
impede/prevent/impact pipe rehabilitation quality. Refer to Technical Specification
Section 02146 - SEWER AND SEWER STRUCTURE CLEANING.
Pipe shall be re-cleaned and CCTV to document existing condition just prior to pipe
rehabilitation. Contractor shall inspect CCTV records prior to CIPP installation.
Commencement of pipe rehabilitation constitutes Contractor’s acceptance of existing
conditions are acceptable for rehabilitation and warrants the quality of the pipe
rehabilitation.
H. The Contractor shall provide CCTV records after each pipe is taken out of service,
dewatered, and cleaned for the City’s Representative to review said records collected
by the Contractor of the pipe interior. The Contractor shall notify the City or City’s
Representative at least 48 hours prior to completion of the cleaning and CCTV video
operation. Refer to Technical Specification Section 02147 - REMOTE CCTV
INSPECTION OF EXISTING AND REHABILITATED SEWERS.
I. The Contractor shall perform a detailed inspection of the work to confirm completion
of all work items and conformance to the project Technical Specifications. The final
inspection of the work shall be carried out by the City or City’s Representative after
receipt of the Contractor’s written request for final inspection.
J. After receipt of the Contractor’s written notice of work completion, the City or City’s
Representative will perform a detailed inspection and will create a punch list of
omissions and defects observed. Punch list items shall be promptly corrected by the
Contractor. The Contractor shall then schedule a time for the final inspection by the
City or City’s Representative upon satisfactory completion of the punch list items. All
costs associated with additional inspections after the final inspection, including the
City’s Representative’s time and inspection costs, shall be the responsibility of the
Contractor.
1.05
CONTRACTOR WORK HOURS
A. The Contractor shall ensure adequate resources are available to complete all work
within regular business hours per City of Chandler-Code of Ordinances Part III.11-10.2
Construction Noise.
B. Contractor shall be required to operate bypass pumping systems 24-hours per day.
SECTION 01014
WORK SEQUENCE
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01014 - 3
December 22, 2023
Work at night to minimize disruption to area residents or businesses may be required.
It shall be the responsibility of the Contractor to apply for the necessary permits for the
extended work hours.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
[ Remainder of the this page intentionally left blank ]
SECTION 01014
WORK SEQUENCE
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01014 - 4
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 01015
CONTRACTORS USE OF PREMISES
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01015 - 1
December 22, 2023
PART 1- GENERAL
1.01
OWNER’S RESPONSIBILITIES
A. The City of Chandler staff is responsible for operating the existing sewers and facilities
throughout the execution of this Project.
1.02
CONTRACTOR’S RESPONSIBILITIES
A. Except where the Contractor is bypassing flows, sewer pipes shall remain in operation
throughout the performance of this Project. All coordination between the City’s
operations personnel and the Contractor on all matters shall be through the City’s
Representative unless otherwise approved in writing by the City.
1.03
USE AND OPERATION OF EXISTING FACILITIES
A. The Contractor shall not interfere with the operation of existing sewers and sanitary
sewer pipes, except to bypass flows as necessary to perform the work. The Contractor
shall use debris shields and exercise every precaution to ensure that debris and material
from its operation does not enter the sewer. Any debris or blockage entering into the
sewer as a result of the Contractor’s work shall be immediately removed and 5,000
linear feet of pipe upstream and downstream shall be cleaned at the Contractor’s
expense. Any damage caused by or as a result of the debris entering the sewer shall be
the responsibility of the Contractor.
B. All costs, coordination, permits, and fees associated with the location of staging areas,
material, equipment storage, and site trailer location (if applicable) shall be the
responsibility of the Contractor. The Contractor shall submit copies of individual
landowner agreements (if present) to the City. All disturbed areas shall comply with
the dust control permit required by Maricopa County Air Quality Department as
specified in Technical Specification Section 01062 – PERMITS AND EASEMENTS.
1.04
TRAFFIC:
A. The Contractor shall comply with City of Chandler’s Technical Design Manual #7 –
Traffic Barricade Design.
1.05
DAMAGE TO EXISTING PROPERTY
A. The Contractor shall be responsible for any damage to existing structures, piping, work,
materials, or equipment because of its operations, and shall repair or replace any
damaged structures, piping, work, materials or equipment to the satisfaction of, and at
no additional cost to the City.
B. The Contractor shall protect all existing structures and property from damage.
SECTION 01015
CONTRACTORS USE OF PREMISES
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01015 - 2
December 22, 2023
C. The Contractor shall be responsible for all damage to streets, roads, curbs, sidewalks,
walking trails, driveways, ditches, embankments, drainages, floodways, landscaping,
or other public or private property, which may be caused by the work including
transporting equipment, materials, or workers to or from the work. Contractor shall
make satisfactory and acceptable arrangements with the agency having jurisdiction
over the damaged property concerning its repair or replacement and/or as specified in
these Technical Specifications.
D. The Contractor shall be responsible for any and all damage to private property as
caused by the Contractor’s operations including but not limited to sewage
spills/backups.
E. The Contractor shall be responsible to identify, locate and control all contributory
flows, either mainline or lateral, that may detrimentally impact the proper rehabilitation
of the sewer pipe and manholes.
1.06 RESIDENT SERVICES
A. The Contractor shall be responsible for maintaining general services provided to
residents and businesses.
B. The Contractor shall be responsible for damage to businesses or residents if damage is
caused by a backup of the sewer system. Contractor shall immediately clean and repair
the system to proper working order. If not done in a timely manner, the City may have
another contractor perform cleaning and repairs and reduce compensation to the
Contractor to cover these expenses.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
** END OF SECTION **
SECTION 01060
HEALTH AND SAFETY
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01060 - 1
December 22, 2023
PART 1 - GENERAL
1.01
HEALTH AND SAFETY REGULATIONS
A. The Contractor shall exercise precaution at all times for the protection of persons
(including employees) and property. The Contractor shall comply with the provisions
of all applicable laws, pertaining to such protection, including all Federal, State, and
Local occupational safety and health acts, codes, standards, and regulations
promulgated thereunder. The Contractor shall have copies of, but not limited to,
confined space entry permit on-site and available for review any time work activities
are commencing.
B. The Contractor shall comply with the provisions of the Federal Occupational Safety
and Health Act (OSHA), as amended.
C. The Contractor shall comply with the provisions of the Maricopa County Air Quality
Department.
D. The Contractor shall provide and maintain in a neat, sanitary condition such
accommodations for the use of the employees as may be necessary to comply with the
requirements and regulations of the Arizona Department of Health Services and/or as
specified by the Maricopa County Public Health Department, Sanitary Code.
E. The Contractor shall provide all safeguards, safety devices and protective equipment
and take any other needed actions reasonably necessary to protect the life and the health
of employees on the job, the safety of the public, and to protect property in connection
with the performance of the work covered by this contract.
1.02
SPECIAL CONSIDERATIONS
A. GENERAL
This Technical Specification Section describes certain minimum precautions the
Contractor shall consider in developing its health and safety program. It supplements
the regulatory requirements of Paragraph 1.01 and the requirements of the General
Conditions. Sewers and appurtenant structures are considered confined spaces and are
subject to federal, state, and local regulations governing confined space entry and safety
procedures.
B. INFECTIOUS DISEASES:
The Contractor should anticipate that a wide spectrum of disease-producing organisms
will be present in the sewer. In addition to the requirements set forth in the regulations
described in Paragraph 1.01 above, the Contractor shall provide the following as a
minimum:
SECTION 01060
HEALTH AND SAFETY
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01060 - 2
December 22, 2023
1. Instruction in appropriate disease-prevention mechanisms and personal sanitation
practices for all workers and supervisors.
2. A preventative inoculation program (tetanus/diphtheria, hepatitis, etc.) to all
workers and supervisors.
3. Clothing to protect against infection, including rubber boots with full sole and heel
steel insert-liners, safety glasses or goggles, and gloves to all workers and
supervisors.
C. DANGEROUS GASES AND OXYGEN DEFICIENCY:
The sewer pipe, sewer access manholes and junction structures are confined spaces,
which mean they have a limited means of egress and are subject to the accumulation of
dangerous gases or oxygen deficiency. Volatile petroleum products and common
household hazardous materials may be present within the sewer. Explosive gases, such
as methane generated from decomposing organic material, may be accumulated. Toxic
gases, such as hydrogen sulfide, may be present in life-threatening concentrations.
Significant oxygen depletion may occur. In addition, construction procedures may
require combustion engine machinery to be located in or near the work site. Therefore,
gaseous combustion by-products, such as carbon monoxide, may be present.
In addition to the requirements set forth in the regulations described in Paragraph 1.01
above, the Contractor shall provide the following:
1. Portable atmospheric monitors that measure levels of oxygen, explosive gas
(methane), carbon monoxide, and toxic gas (hydrogen sulfide). Monitors shall be
properly calibrated and carefully maintained throughout the construction period.
Monitors shall be used continuously while personnel are in the sewer.
D. TOXIC CHEMICALS:
Toxic chemicals may be part of the construction process. The Contractor shall abide by
all handling procedures recommended by the manufacturer when dealing with toxic
chemicals.
E. ASBESTOS-CEMENT PIPE:
The Contractor shall abide by all asbestos-cement handling procedures as required by
all Federal, State, and Local regulatory agencies.
1.03
SUBMITTALS
The Contractor shall submit a Health and Safety Plan according to Technical Specification
Section 01300 – SUBMITTALS. The City does not approve Contractor safety plans but
can issue stop work orders to the contractor if an unsafe condition has been observed.
SECTION 01060
HEALTH AND SAFETY
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01060 - 3
December 22, 2023
PART 2 - PRODUCTS
2.01
HEALTH AND SAFETY PLAN
A. GENERAL
The Contractor shall develop and maintain for the duration of the Contract three (3)
copies of a Health and Safety Plan that will effectively incorporate and implement all
required health and safety precautions. At least one (1) copy shall be located on the
Contractor's work site.
B. COMPLIANCE
The Contractor shall appoint an on-site employee who is qualified, trained and
authorized to supervise and enforce compliance with the Health and Safety Plan. The
Contractor is responsible for ensuring that necessary gas monitoring, protective
clothing, and other supplies and equipment as specified are available to implement this
plan.
C. REVISIONS
In the event that regulatory agencies or jurisdictions determine the Health and Safety
Plan to be inadequate to protect employees and the public:
1. The Contractor shall stop the work in progress until adequate safety measures are
implemented.
2. The Contractor shall modify the plan to meet the requirements of said regulatory
agencies, jurisdictions, and the City.
3. The City will be notified immediately when a notification of deficiency is issued
by another agency and/or jurisdiction.
4. The Contractor shall provide the City and City’s Representative with the revisions
to the plan within two (2) days of the notice of deficiency.
D. MINIMUM CONSIDERATIONS
The Health and Safety Plan shall, as a minimum, include the following considerations:
1. Objective.
2. Key personnel and responsibilities.
3. Hazard analysis of the work activities and environment.
SECTION 01060
HEALTH AND SAFETY
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01060 - 4
December 22, 2023
4. Training requirements, including contractor’s and sub-contractor’s authorized
personnel and qualifications for work in confined spaces.
5. Personal protective equipment.
6. Confined Space Entry Plan.
7. Site control measures.
8. Work practices, decontamination procedures, and work limitations.
9. Emergency procedures, including sewer evacuation plan, location of first aid, fire
extinguishers, eyewash, drinking water, map showing route to nearest medical
facility, list of key personnel who are currently certified in first aid/CPR.
10. Job site cleanup, and spill containment and cleanup procedures.
11. Telephone numbers:
a. 24-hour number to contact Contractor's Representative.
b. Emergency services.
c. City
d. City’s Representative.
12. Documentation (training, injury or illness, respirator-fit tests, hazards notification
log, etc.).
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
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SECTION 01062
PERMITS AND EASEMENTS
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01062 - 1
December 22, 2023
PART 1 - GENERAL
1.01
EASEMENTS
Sewers and access manholes are in the City of Chandler right-of-way or utility easements,
ADOT right-of-way or another outside agency easement. The Contractor shall be
responsible for obtaining permits or permissions to access all applicable areas and to limit
construction activities to those areas.
1.02
PERMITS TO BE OBTAINED BY THE CONTRACTOR
The Contractor shall obtain any additional permits and access agreements required by the
work and shall pay all costs thereof, including agency inspections. The Contractor shall
comply with all applicable terms and conditions therein and provide copies to the City’s
Representative before working in areas covered by those permits. The following permits,
but not necessarily limited to the following, shall be obtained by the Contractor if
applicable to the work:
1)
Occupational Safety and Health Association (OSHA) – Confined Space Entry
Permit.
2)
Arizona Department of Environmental Quality (ADEQ) – Storm Water
Management Plan (SWMP).
3)
Maricopa County Air Quality Department – Dust Control Permit.
4)
City of Chandler - Encroachment Permit.
5)
City of Chandler - Traffic Control Permit.
6)
Arizona Department of Transportation (ADOT) Encroachment Permit.
7)
Others as applicable.
1.03
POSTING
Permits shall be posted (or available for review) at the site of the work at all times work
is commencing. All permits shall be submitted to the City in accordance with Technical
Specification Section 01300 – SUBMITTALS.
PART 2 – PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 01062
PERMITS AND EASEMENTS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01062 - 2
December 22, 2023
[This page intentionally left blank for double sided printing]
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01064 - 1
December 22, 2023
SECTION 01064
INSPECTION AND TESTING
______________________________________________________
PART 1 - GENERAL
1.01 INSPECTION AND TESTING OF MATERIALS
All workmanship and materials shall be subject to inspection by the City or City’s
Representative, who may select samples of materials in such a quantity as the City’s
Representative may deem necessary to determine their qualities, as herein specified. Any
samples taken shall be at the discretion of the City and shall be in addition to those required
to be taken by the Contractor as specified in these Technical Specifications, manufacturer’s
recommendations, and permits requiring test results. The City or City’s Representative will
accept or reject the materials in accordance with the results of such trials or from test results
submitted from an independent testing laboratory. All rejected materials shall be promptly
replaced to the satisfaction of the City or City’s Representative. The Contractor shall assist
the City or City’s Representative by providing access to the location where the work is in
progress. The Contractor shall replace rejected work and materials and bear all costs for
doing so.
Non-rejection or non-inspection of materials does not constitute acceptance by the City or
the City’s Representative.
The City or City’s Representative inspection will be provided on an 8-hour per day, 5-day
per week basis, excluding weekends and holidays. The Contractor shall not schedule any
overtime work which requires inspection or material testing without written permission
from the City or City’s Representative twenty-four (24) hours before the proposed overtime
work. The City reserves the right to deny the requested overtime. If an overtime request is
denied, the City may extend the contract time at no additional cost to the City.
1.02 REFERENCES
Refer to Technical Specification Section 02148 – CIPP LINING OF EXISTING SEWERS
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 01064
INSPECTION AND TESTING
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01064 - 2
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 01102
CONTRACTOR’S HAZARDOUS MATERIALS
MANAGEMENT PROGRAM
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01102 - 1
December 22, 2023
PART 1 - GENERAL
1.01
DESCRIPTION
A. The Contractor shall Comply with all Federal, State, and local rules and regulations
related to environmental protection and environmental safety including, but not limited
to, the following:
1. Title 29 Code of Federal Regulations Parts 1910, Occupational Safety and Health.
2. Title 40 Code of Federal Regulations, Protection of Environment.
3. Title 49 Code of Federal Regulations, Transportation.
4. State Occupational Safety and Health Administration (OSHA).
5. Arizona Department of Environmental Quality (ADEQ).
6. Arizona Department of Water Resources (ADWR).
7. Maricopa County Air Pollution Control Regulations.
8. Maricopa County Air Quality Department Regulations.
B. To ensure the City that the Contractor is complying with the intent of the regulations
stated in Paragraph 1.01.A above, as they relate to the on-site use of hazardous
materials, hazardous wastes and other substances similarly defined in those regulations,
develop and maintain a Contractor’s Hazardous Materials Management Program that
includes as a minimum, but is not limited to the requirements specified herein. The
interests of the City are that accidental spills, site contamination, and injury of
personnel on the site are avoided. The City will not enforce suspected violations of the
rules and regulations referenced in Paragraph 1.01.A above, however the City will
notify the Contractor of suspected violations. If in the opinion of the City, the
Contractor fails to address the suspected violations in a timely and appropriate manner,
the City will notify Federal, State, or Local regulatory agencies, report the suspected
violations to them, and request that they inspect the Contractor’s operations. Any fines
that may be levied against the City for violations committed on the site by the
Contractor, as well as any costs associated with cleanup of materials, shall be paid by
the Contractor or compensation to the Contractor shall be reduced by equal amount to
reimburse the City. All documents required by the program shall be made available to
the City’s Environmental Representative immediately, upon request.
SECTION 01102
CONTRACTOR’S HAZARDOUS MATERIALS
MANAGEMENT PROGRAM
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01102 - 2
December 22, 2023
C. Responsibility for any hazardous waste, as defined in any of the above-listed
regulations, and those generated by the Contractor, belongs to the Contractor. If the
Contractor is going to generate, or has generated, a substance that qualifies as a
hazardous waste, Contractor must obtain an Environmental Protection Agency (EPA)
identification number, listing the Contractor’s name and construction site address as
the generator of the hazardous waste. Responsibility for the identification, analysis,
profiling, transport, and disposal of hazardous wastes generated, belongs to the
Contractor. The identification number can be obtained from ADEQ. This number shall
be provided to the City’s Representative within five (5) days after the Notice to
Proceed, or before any hazardous materials are brought onto the site.
1.02
HAZARDOUS MATERIALS PROGRAM REQUIREMENTS
A. Within the regulations listed in Paragraph 1.01.A, above, terms such as hazardous
material, hazardous wastes, and similar terms have varying definitions. To dispel
confusion regarding what materials fall under the Program Requirements and for the
purposes of this Article, Hazardous Material is defined as “any material, whether solid,
semi-solid, liquid, or gas, which, if not stored or used properly, may cause harm or
injury to persons through inhalation, ingestion, absorption or injection, or which may
negatively impact the environment through the use or discharge of the material on the
ground, in the water (including groundwater), or to the air.”
B. All chemicals brought onto the site must be approved by the City. Prior to bringing any
chemical on site, request approval from the City’s Environmental Representative for
each chemical the Contractor proposes to bring on site. At the time of request, the City’s
Environmental Representative may request and receive from the Contractor specific
information associated with each chemical. The specific information may include, but
is not limited to, Safety Data Sheets (SDS), manufacturer, vendor, container size(s),
number of containers, minimum and maximum volume of material intended to be
stored on site, as well a description to the process or procedures in which any requested
chemical is to be used. The City, within five (5) working days from receipt of the
specific chemical information, will inform the Contractor as to whether the chemical
has been approved for use on site.
C. Maintain on site two (2) notebooks containing (1) a chemical inventory, and (2) current
(dated within the past two years), and SDS for all materials being used on site, whether
they are defined as a Hazardous Material in Paragraph 1.02.A, above. One (1) notebook
shall be kept in the Contractor’s on-site office and the other shall be kept in a location
specified by the City’s Environmental Representative. These notebooks must be kept
up to date as materials are brought onto and removed from the site. Copies of SDS
sheets for chemicals removed from the site shall be provided to the City’s
Environmental Representative.
SECTION 01413
CONTRACTOR’S HAZARDOUS MATERIALS
MANAGEMENT PROGRAM
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01102 - 3
December 22, 2023
D. Develop an emergency/spill response plan, for each hazardous material or class/group
of materials. As a minimum, the response plan must address the following:
1. Provide a description of equipment on site available to contain or respond to an
emergency/spill of the material.
2. Notification procedures.
3. Response coordination procedures between the Contractor, the City, and the City’s
Representative.
4. Provide a Site Plan showing the location of stored hazardous materials and location
of spill containment/response equipment.
5. Provide a description of the hazardous material handling and spill response training
provided to the Contractor’s employees.
E. In accordance with applicable Laws and Regulations, properly and safely store all
hazardous materials, which shall include as a minimum, the following:
1. Have a designated storage site for hazardous materials that includes secondary
containment. The site must include barriers to prevent vehicles from colliding with
the storage containers and offer protection from environmental factors such as
weather.
2. Provide signage in accordance with applicable Laws and Regulations, clearly
identifying the hazardous materials storage site.
3. All hazardous materials containers must bear the applicable Hazard Diamonds.
F. Properly label all containers of consumable materials, whether they are classified as
Hazardous Materials under this Section. The name of the Contractor or subcontractor
shall be stenciled on any container containing a hazardous material and on any
container over five-gallon capacity containing a non-hazardous material. Any container
must have a label clearly identifying the contents. If any such unlabeled containers are
discovered on the site, the City’s Environmental Representative will notify the
Contractor. Responsibility to remove such containers belongs to the Contractor.
Containers will be properly labeled or removed from the site within one (1) hour. Any
containers that are filled from larger containers must also be properly labeled.
G. The City encourages storage of hazardous materials off site until the materials are
needed on site.
H. Provide all documentation required herein available immediately upon request of the
City’s Environmental Representative. The Contractor’s Safety Representative will
meet at least monthly with the City’s Environmental Representative to review the
Contractor’s Hazardous Materials Management Program documents, procedures, and
SECTION 01102
CONTRACTOR’S HAZARDOUS MATERIALS
MANAGEMENT PROGRAM
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01102 - 4
December 22, 2023
inspect the storage site and job site to ensure the requirements specified herein are being
complied with. Also, provide the City’s Environmental Representative and the City’s
Representative with copies of all permits obtained from environmental regulatory
agencies.
I. Provide documentation to the City’s Representative and the City’s Environmental
Representative that the Contractor, subcontractors, or others hired by the Contractor
making deliveries of hazardous Materials (as defined in Title 49 CFR) to the site are in
compliance with Title 49 CFR 172.800 – 172.804, which requires each person who
offers for transportation in commerce or transports in commerce one or more of the
following hazardous materials, as defined by Title 49 CFR, must develop and adhere
to a security plan for hazardous materials that conforms to the requirements of this
subpart.
PART 2 – PRODUCTS
(NOT USED)
PART 3 – EXECUTION
(NOT USED)
**END OF SECTION**
[ Remainder of this page intentionally left blank]
SECTION 01300
SUBMITTALS
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01300 - 1
December 22, 2023
PART 1 - GENERAL
1.01
GENERAL
Submittals covered by these requirements include manufacturers' information, shop
drawings, test procedures, test results, samples, requests for substitutions, and
miscellaneous work-related submittals. The Contractor shall furnish all specifications,
descriptive data, certificates, samples, tests, methods, schedules, and manufacturer's
installation and other instructions as specifically required in the Contract Documents to
demonstrate fully that the materials to be furnished and the methods of work comply with
the provisions and intent of the Contract Documents.
1.02
CONTRACTOR'S RESPONSIBILITIES
The Contractor shall be responsible for the accuracy and completeness of the information
contained in each submittal and shall assure that the material, equipment, or method of
work shall be as described in the submittal. The Contractor shall verify that all features of
all products conform to the specified requirements. Submittal documents shall be clearly
edited to indicate only those items which are being submitted for review. All extraneous
materials shall be crossed out or otherwise obliterated. The Contractor shall ensure that
there is no conflict with other submittals and notify the City’s Representative in each case
where his submittal may affect the work of another Contractor or the City. The Contractor
shall coordinate submittals among his subcontractors and suppliers.
The Contractor shall coordinate submittals so that work will not be delayed. The Contractor
shall coordinate and schedule different categories of submittals, so that one will not be
delayed for lack of coordination with another. No extension of time will be allowed because
of failure to properly schedule submittals. The Contractor shall not proceed with work
relating to a submittal until the submittal process is complete. This requires that submittals
for review and comment shall be returned to the Contractor stamped "No Exceptions
Taken" or "Make Corrections Noted."
The Contractor shall certify each submittal document by signing Form 01999-A Submittal
Transmittal specified in Technical Specification Section 01999 – REFERENCE FORMS
that the Contractor has reviewed the submittal, verified field conditions, and complied with
the contract documents.
The Contractor may authorize in writing a material or equipment supplier to deal directly
with the City’s Representative or with the City with regard to a submittal. These dealings
shall be limited to contract interpretations to clarify and expedite the work.
SECTION 01300
SUBMITTALS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01300 - 2
December 22, 2023
1.03
CATEGORIES OF SUBMITTALS
A. GENERAL
Submittals fall into two (2) general categories; submittals for review and comment, and
submittals, which are primarily for information only. Submittals, which are for
information only, are typically specified in the Part 2 - PRODUCTS of the individual
Technical Specification section.
a. SUBMITTALS FOR REVIEW AND COMMENT:
All submittals except where specified to be submitted as product data for
information only shall be submitted by the Contractor to the City and/or City’s
Representative for review and comment.
b. SUBMITTALS (PRODUCT DATA) FOR INFORMATION ONLY
Where specified, the Contractor shall furnish submittals (product data) to the City
and/or City’s Representative for Information only.
1.04
TRANSMITTAL PROCEDURE
A. GENERAL
The City or City’s Representative will furnish the Contractor a list of numbers for
anticipated submittals as specified in the Construction Documents. The list of
submittals will be marked for review and comment and product data (submittals) for
information only. The list is not intended to be an all-inclusive list of submittals
required. Contractor shall coordinate additional submittals and corresponding submittal
numbers with the City or City’s Representative.
Unless otherwise specified, all submittals shall be accompanied by Submittal
Transmittal Form 01999-A specified in Technical Specification Section 01999 –
REFERENCE FORMS. A separate Transmittal Form shall be used for each specific
item, class of material, and items specified in separate, discrete sections, for which the
submittal is required. Submittals for various items shall be made with a single form
when the items taken together constitute a manufacturer's package or are so
functionally related that expediency indicates checking or review of the group or
package as a whole.
A unique number, sequentially assigned, shall be noted on the transmittal form
accompanying each item submitted. Original submittal numbers shall have the
following format: "XXX"; where "XXX" is the sequential number assigned by the City
or City’s Representative. Re-submittals shall have the following format: "XXX-Y";
where "XXX" is the originally assigned submittal number and "Y" is a sequential letter
assigned for re-submittals, e.g., A, B, or C being the 1st, 2nd, and 3rd re-submittals,
respectively. Submittal 25B, for example, is the second re-submittal of submittal 25.
SECTION 01300
SUBMITTALS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01300 - 3
December 22, 2023
Re-submittals shall include original information with all revisions.
B. DEVIATION FROM CONTRACT
1. The Contractor shall submit a copy of the specification section, with addendum
updates included, and all referenced and applicable sections with addendum
updates included, with each paragraph check-marked as follows:
a. Marked to indicate specification compliance. Check marks (√) shall denote full
compliance with a paragraph as a whole.
b. Marked to indicate requested deviations from Technical Specification
requirements. If deviations from the Technical Specifications are indicated, and
therefore requested by the Contractor, each deviation shall be underlined and
denoted by a number in the margin to the right of the identified paragraph,
referenced to a detailed written explanation of the reasons for requesting the
deviation. The City shall be the final authority for determining acceptability of
requested deviations. The remaining portions of the paragraph not underlined
will signify compliance on the part of the Contractor with the Technical
Specifications. Failure to include a copy of the marked-up Technical
Specification sections, along with justification(s) for any requested deviations
to the Technical Specification requirements, with the submittal shall be
sufficient cause for rejection of the entire submittal with no further
consideration.
2. If the Contractor proposes to provide material, equipment, or method of work,
which deviates from the Construction Documents, he shall indicate so under
"Deviation" on Form 01999-A Submittal Transmittal accompanying the submittal
copies.
C. SUBMITTAL COMPLETENESS
Submittals which do not have all the information required to be submitted, including
deviations and Contractor’s signature, are not acceptable and will be returned without
review. The Contractor will be charged an additional cost if a submittal requires three
or more reviews. (See Sub-section: 1.07 THIRD AND SUBSEQUENT
SUBMITTALS)
1.05
REVIEW PROCEDURE
A. GENERAL
Submittals are specified for those features and characteristics of materials, and methods
of operation, which can be selected, based on the Contractor's judgment of their
conformance to the specified requirements. Other features and characteristics are
specified in a manner, which enables the Contractor to determine acceptable options
SECTION 01300
SUBMITTALS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01300 - 4
December 22, 2023
without submittals. The review procedure is based on the Contractor's guarantee that
all features and characteristics not requiring submittals conform as specified. Review
shall not extend to means, methods, techniques, sequences, or procedures of
construction, or to verifying quantities, dimensions, weights or gages, or fabrication
processes (except where specifically indicated or required by the contract documents)
or to safety precautions or programs incident thereto. Review of a separate item, as
such, will not indicate approval of the assembly in which the item functions.
When the contract documents require a submittal, the Contractor shall submit the
specified information as follows:
1. Unless otherwise specified, one (1) electronic Copy (.pdf format) of all submitted
information shall be transmitted with submittals for review and comment.
2. Unless otherwise specified, one (1) electronic Copy (.pdf format) of all submitted
information shall be transmitted with submittals (Product Data) for information
only.
3. Submittals of material samples shall be presented to the City and/or the City’s
Representative with a paper copy of the Transmittal Form.
B. SUBMITTALS FOR REVIEW AND COMMENT
Unless otherwise specified, within three (3) calendar weeks after receipt of a submittal
for review and comment, the City and/or City’s Representative shall review the
submittal and return one copy of the electronically marked-up original in PDF format.
Shop drawing submittals that require markups shall be marked up in red by the City
and/or City’s Representative. The City and/or City’s Representative will retain the
original.
The returned submittal shall indicate one of the following actions:
1. If the review indicates that the material, equipment, or work method complies with
the contract documents, submittal copies will be marked "NO EXCEPTIONS
TAKEN." In this event, the Contractor may begin to implement the work method
or incorporate the material or equipment covered by the submittal.
2. If the review indicates limited corrections are required, copies will be marked
"MAKE CORRECTIONS NOTED." The Contractor may begin implementing the
work method or incorporating the material and equipment covered by the submittal
in accordance with the noted corrections. A corrected copy shall be resubmitted.
3. If the review reveals that the submittal is insufficient or contains incorrect data,
copies will be marked "AMEND AND RESUBMIT." Except at his own risk, the
Contractor shall not undertake work covered by this submittal until it has been
revised, resubmitted, and returned marked either "NO EXCEPTIONS TAKEN" or
SECTION 01300
SUBMITTALS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01300 - 5
December 22, 2023
"MAKE CORRECTIONS NOTED."
4. If the review indicates that the material or work method does not comply with the
contract documents, copies of the submittal will be marked "REJECTED - SEE
REMARKS." Submittals with deviations, which have not been identified, clearly
may be rejected. Except at his own risk, the Contractor shall not undertake the work
covered by such submittals until a new submittal is made and returned marked
either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED."
C. SUBMITTALS (PRODUCT DATA) FOR INFORMATION ONLY:
Such information is not subject to submittal review procedures and shall be provided
as part of the work under this contract and its acceptability determined under normal
inspection procedures.
1.06
EFFECT OF REVIEW OF CONTRACTOR'S SUBMITTALS
Review methods of work or information regarding materials the Contractor proposes to
provide, shall not relieve the Contractor of his responsibility for errors therein and shall not
be regarded as an assumption of risks or liability by the City’s Representative and/or the
City, or by any officer or employee thereof, and the Contractor shall have no claim under
the contract on account of the failure, or partial failure, of the method of work, material, or
equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "MAKE
CORRECTIONS NOTED" shall mean that the City has no objection to the Contractor,
upon his own responsibility, using the plan or method of work proposed, or providing the
materials proposed.
1.07
THIRD AND SUBSEQUENT SUBMITTALS
The cost for third and subsequent submittals shall be borne by the Contractor. The cost of
reviews for third and subsequent reviews shall be at a rate of $100 per review and shall be
charged to the Contractor as a reduction in Contractor’s pay request.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
**END OF SECTION**
SECTION 01300
SUBMITTALS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01300 - 6
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 01310
PROGRESS SCHEDULE
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01310 - 1
December 22, 2023
PART 1 - GENERAL
1.01
DESCRIPTION
This Technical Specification section specifies requirements and procedures for the
Contractor in preparing schedules. The purpose of the schedule shall be to ensure adequate
planning and execution of the work by the Contractor, notification and coordination of
construction activities with the general public, to establish the standard against which
satisfactory completion of the project shall be judged, to assist the City or City’s
Representative in monitoring progress and for the assessment of the impact of change
orders on the Schedule.
1.02
SUBMITTAL PROCEDURES
The Contractor shall submit a schedule to the City or City’s Representative within ten (10)
calendar days of receiving the executed Contract Letter and prior to pre-construction
conference (if scheduled) with work identifying the duration of mobilization, anticipated
time when work is to be performed, cleaning, pre-video, rehabilitation duration and date of
project completion. Schedule shall be transmitted to the City or City’s Representative per
Technical Specification Section 01300 – SUBMITTALS.
PART 2 - PRODUCTS
2.01
PROGRESS SCHEDULES
A. Contractor shall provide a Schedule to the City and/or City’s Representative. Schedule
shall be updated weekly with anticipated pipes (if applicable) and/or structures (if
applicable) to be rehabilitated. Schedule shall also list pipes rehabilitated to date.
B. Schedule shall be prepared in Microsoft Project standard file format.
C. Special considerations, coordination requirements, etc., as encountered for certain
pipes (if applicable) and structures (if applicable) shall be noted on schedule.
D. Time for completion for each separate pipe segment (if applicable) and structure (if
applicable) shall be shown on the schedule.
E. The schedule duration of each activity shall be based on the work being performed
during the normal work week with allowances made for legal holidays. The schedule
shall include a critical path for each separate pipe segment (if applicable) and structure
(if applicable).
F. Dates imposed on the schedule by the Contractor shall not be binding on the City or
City’s Representative.
SECTION 01310
PROGRESS SCHEDULE
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01310 - 2
December 22, 2023
G. Failure to include elements of work required for the performance of this Project shall
not excuse the Contractor from completing the work as described in the Construction
Documents.
H. Provide a list of the holidays and non-workdays applicable to the schedule.
I. Traffic Control concerns may necessitate work on weekends or holidays.
J. Provide a schedule and narrative summary stating project status so the City and/or
City’s Representative may use them as a basis for determining the Contractor’s
compliance with the Technical Specification requirements regarding progress
payments, contract time extensions, change order prices and impacts, and the overall
progress of the work. Failure of the Contractor to comply with the requirements of this
Technical Specification Section may delay the review and acceptance of the progress
payment requests.
PART 3 - EXECUTION
3.01
GENERAL
The Contractor and the Contractor’s Field Superintendent shall attend regularly scheduled
project meetings with the City or City’s Representative and others invited by the City or
City’s Representative.
3.02
UPDATES
A. Requests for extensions in time resulting from changes issued by the City shall be
accompanied by a Time Extension Request - Narrative Report explaining the impacts
and costs associated with the extension if it were to be granted.
B. If actual progress on the critical path items is observed to deviate from the schedule
by ten (10) or more days behind, the Contractor shall update and submit a revised
(updated) schedule. In the case of the work being behind schedule, the Contractor shall
submit, along with the revised schedule, a written plan for completing the work within
the milestone and contract times.
** END OF SECTION **
[ Remainder of page intentionally left blank ]
SECTION 01400
PUBLIC AWARENESS
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01400 - 1
December 22, 2023
PART 1 - GENERAL
1.01
DESCRIPTION
The work under this item consists of informing adjacent property owners regarding the
impact and schedule of construction work, attendance at public information meeting(s),
responding to on-site public inquiries along with distribution of public information door
hanger materials to adjacent property owners as needed.
The Contractor shall be responsible for developing and providing to the City the schedule
outlining the start date and duration of the work that will be distributed to the public. The
Construction Notice will be distributed to area residents and businesses by a Public
Outreach Consultant provided by the Contractor.
1.02
SUBMITTALS
The Contractor shall submit to the City and/or City’s Representative per Technical
Specification Section 01300 - SUBMITTALS the following for approval:
1. Letter containing the name and contact phone number of the Contractor’s on-site
Representative and stating that this person is duly authorized to act on behalf of the
Contractor during public relation activities and/or construction problem resolution.
1.03
CONSTRUCTION NOTICES AND DOOR HANGERS
A. The Contractor shall notify properties potentially affected by construction activities by
distributing a project notification flyer prior to construction occurring.
B. The Contractor shall provide the City with copies of door hangers for 72-hour and 24-
hour notices (Format: English and Spanish). The Contractor shall be responsible for
distributing the 72-hour and 24-hour notices to individual residences at these intervals
prior to work beginning in any work area.
C. The Contractor shall provide the City with copies of a cancel/reschedule door hanger
to be used if the Contractor stops work where a 24-hour notice has already been
distributed. The Contractor shall be responsible for distribution of the
cancel/reschedule door hanger. If a cancel/reschedule notice is distributed, then the
notification process must begin over again with new 72- and 24-hour notices being
distributed.
1.04
NOTICE OF SERVICE INTERRUPTION
The Contractor shall provide a list to the City and City’s Representative of sewer services
that may be disrupted due to the rehabilitation operations or potential impact from
construction activities no less than 72 hours prior to service interruption.
SECTION 01400
PUBLIC AWARENESS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01400 - 2
December 22, 2023
1.05
24-HOUR TELEPHONE HOTLINE
A. The Contractor shall provide and post a hotline telephone service to reply to resident
construction concerns, damage claims, resident complaints, etc. during construction
activities.
The Contractor shall be responsible for coordination with the Public Outreach
Consultant to obtain messages and respond accordingly. The Contractor shall provide
written response back to the City as to the action undertaken for the resolution of the
hotline complaint or concern.
B. A log of telephone and/or on-site contacts of residential complaints shall be maintained
by the Contractor. The Contractor shall immediately communicate to the City and
City’s Representative any public issues concerning damage to private property, health
concerns, nuisances, and general complaints. The Hotline Log shall contain at the
minimum the following information:
Date of Communication.
Time of Communication.
Name of Person Receiving the Complaint.
Contact Name.
Contact Address.
Contact Return Telephone Number.
Description of Complaint or Concern.
Description of Discussions.
Description of Proposed Resolution.
C. Hotline Log shall be submitted to the City’s Representative within 24 hours of each
new event and entry. A summary of all telephone contacts shall be submitted to the
City and City’s Representative at the next project status meeting.
1.06
WORK IN EASEMENTS
A. Work may take place in right-of-way of streets and alleys, or in easements through
private property. Access and working space may be limited in easements. Careful
attention to access and private property protection is required in easements.
B. The Contractor shall NOT attempt to contact the property owner prior to entering an
easement. City of Chandler personnel shall be responsible to inform the property owner
of the details of the work.
C. The Contractor shall take surface feature pre-construction videos of easement areas or
areas potentially impacted by construction activities before beginning work. The
purpose of these videos is to document existing surface features and conditions prior to
bringing any equipment into the area or performing any work.
SECTION 01400
PUBLIC AWARENESS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01400 - 3
December 22, 2023
1.07 ON-SITE SUPERINTENDENT
The Contractor shall have a Representative familiar with the work on-site during project
work hours and shall be available to answer questions received from the public or assist
the public with access needs.
PART 2 - PRODUCTS
2.01
DOOR HANGERS
The Contractor shall distribute 72-hour and 24-hour door hangers as necessary to inform
the general public of construction activities. Only City approved door hangers shall be
distributed to the public.
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
[ Remainder of page intentionally left blank ]
SECTION 01400
PUBLIC AWARENESS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01400 - 4
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 01550
CONTRACTOR’S UTILITIES
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01550 - 1
December 22, 2023
PART 1 - GENERAL
1.01
DESCRIPTION
A. This section specifies the facilities, utilities, and security the Contractor is required to
furnish and maintain during construction.
B. Copies of any Contract Documents shall be kept at the work site and available for use
at all times.
PART 2 - PRODUCTS
2.01 POWER
A. Contractor shall use battery, pneumatic, or hydraulic power for all interior sewer pipe
work. This limitation is not necessary for work on the surface or for sewer pipe
illumination.
2.02
LIGHTING AND ILLUMINATION
A. As necessary, the Contractor shall provide low voltage lighting and illumination in the
sewer pipe interior, in accordance with the guidelines published in Practice for
Industrial Lighting, ANSI/IES RP-7-2017. Lighting used by the Contractor on the
surface shall be placed and directed to avoid nuisance to traffic or local residences.
Light shields may be required to limit light pollution into adjacent residences or
businesses.
2.03 TELEPHONE
A. Contractor shall provide and maintain telephone service at the construction site and the
telephone shall be manned by the Contractor or Contractor’s Representative 24 hours
per day. Contractor or Contractor’s Representative manning the telephone service shall
be fluent in written and verbal English as well as Spanish languages. Cellular telephone
service is acceptable as a substitute for telephone service. These telephone and labor
costs shall be paid by the Contractor.
2.04 WATER
A. All water for testing, flushing, cleaning and construction activities shall be furnished
and paid for by the Contractor. Water may be available upon request to the City for
connecting to the City’s water distribution system. Connection may be approved by the
City with appropriate backflow prevention and metering devices installed by the
Contractor according to City requirements. Authorization to receive water may be
rescinded by the City upon written notice to the Contractor at any time and for any
reason.
SECTION 01550
CONTRACTOR’S UTILITIES
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01550 - 2
December 22, 2023
The City shall charge the Contractor for water used in performing the above functions
in accordance with the City’s established rate schedule. At Contractor’s expense, an
approved water meter and backflow prevention device, meeting the requirements of
ANSI A40.6, latest revision, shall be installed in each and every connection to the
City’s water supply. The Contractor shall be required to meter all water used.
2.05 DEBRIS DISPOSAL
A. Contractor shall make provisions for legal, off-site debris disposal. Contractor shall be
responsible to obtain and submit to the City a written letter of acceptance, signed by an
authorized representative of the agency and/or authorized party accepting debris.
Disposal of debris shall not occur until City has reviewed and accepted the disposal
site. Contractor shall pay all fees and charges for debris disposal. Contractor shall be
responsible for all permits and fees according to Technical Specification Section 01062
– PERMITS AND EASEMENTS, subsection 1.02 Permits to be obtained by the
Contractor for transport to the disposal site.
B. Contractor shall make provisions for proper disposal of hazardous materials, such as
asbestos, hazardous chemicals, etc. with appropriate documentation and chain of
authority for such disposal.
2.06 BYPASS PUMPS
A. Contractor shall provide and maintain a sanitary sewer bypass pumping system to
divert flow around the work area according to Technical Specification Section 02145
– DIVERSION OF SEWAGE FLOW AND DEWATERING. Contractor shall be
responsible for all operation, maintenance and monitoring of bypass pumping and
discharge piping system.
PART 3 - EXECUTION
NOT USED
**END OF SECTION**
[ Remainder of page intentionally left blank ]
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01560 - 1
December 22, 2023
PART 1 - GENERAL
1.01
DESCRIPTION
A. Provide and maintain methods, equipment, and temporary construction, as necessary
to provide controls over environmental conditions at the construction site and adjacent
areas. Remove physical evidence of temporary facilities at completion of work.
1.02
TRANSPORTATION ROUTES
A. The Contractor shall select its transportation routes for hauling materials, equipment,
or imported products based on the existing condition of the pipelines and impacts on
local traffic. Transportation routes shall be documented in a traffic control plan on a
case by case basis.
1.03
TRAFFIC CONTROL
A. All streets, traffic ways, and sidewalks shall be kept open in a safe manner for the
passage of traffic and pedestrians during the construction period unless otherwise
approved by the City.
B. When required to cross, obstruct, or close a street, traffic way, or sidewalk for a short
duration that is approved by the City, the Contractor shall provide and maintain suitable
bridges, detours, or other approved temporary means for the accommodation of
vehicular and pedestrian traffic. Closing shall be for the shortest time practical, and
passage shall be restored immediately after completion of construction.
C. The Contractor shall give the City 24 hours advance notice of his proposed operations
within any public rights-of-way and temporary roadway closings. All proposed
roadway closings shall be submitted in the Traffic Control Plan and approved prior to
commencement of operations.
D. The Contractor shall provide signs, signals, barricades, flares, lights and all other
equipment, service and personnel required to regulate and protect all traffic and warn
of hazards in accordance with MAG specifications. All such work shall conform to the
requirements of the City or authority having jurisdiction. Remove temporary
equipment and facilities when no longer required and restore grounds to their original
condition.
E. As specified in the City of Chandler Technical Design Manual #7 – Traffic Barricade
Design or project General Conditions, the Contractor shall provide a Traffic Control
Plan and implement traffic control around all work as part of the contract.
F. Qualified and suitably equipped flaggers shall be used to assist all construction
equipment and vehicle access to and from the construction site.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01560 - 2
December 22, 2023
1.04
RELEASE OF HOT WATER
A. The Contract shall not release heated water into the sanitary sewer system directly
upstream of any wastewater reclamation facility unless prior written authorization is
received from the City. Contractor shall be responsible to obtain written authorization
from the facility operator receiving the sanitary sewer flow. Authorization, if given,
shall state the maximum discharge temperature of the water. Contractor shall submit
Authorization to Release letter to the City according to Technical Specification
Section 01300 – SUBMITTALS.
B. The Contractor shall be responsible to cool process water to a temperature below
levels required by the facility operator or find alternative hot water disposal methods
and/or location at no additional cost to the City.
C. The Contractor shall be responsible for and pay all damages and fines imposed by the
regulatory agency for inadequate treatment caused by an unauthorized release of
heated water into the headworks of the treatment facility.
1.05
SEWAGE SPILL CONTROL
A. A spill is defined as any uncontrolled release of raw sewage outside of the intended
sanitary sewer collection system. Raw sewage releases shall not be allowed to occur
and are not permitted. The Contractor shall be responsible for all consequences and
damages caused by the overflow, backup, or spill due to the Contractor's work
activities.
B. The Contractor shall give both verbal and written notification to the City immediately
in the event of any sewage release, overflow, backup, or spill.
C. The Contractor shall complete and submit to the City the Confidential Spill Report
form found in Technical Specification Section 01999 – REFERENCE FORMS within
two (2) hours of any spill.
1.06
EMERGENCY SPILL RESPONSE PLAN
A. The Contractor shall be responsible to develop and follow an emergency spill response
plan. The Plan shall be well communicated to all personnel in the event an emergency
should occur, it can be handled in the safest and most efficient manner possible.
B. The primary responsibility for all Contractor personnel is to respond to sewer spills as
quickly as possible.
C. The emergency telephone list is part of this procedure and will be kept up to date at all
times.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01560 - 3
December 22, 2023
D. Follow Standard Procedure List.
E. Fill out the attached Confidential Spill Reporting Form. See Technical Specification
Section 01999 - REFERENCE FORMS.
F. Contractor shall develop an Emergency Spill Response Phone List containing, but not
limited to the following:
(name) ____ (Contractors Field Superintendent)
(___) __ - ____
(name) ____ (Engineer’s Field Representative)
(___) __ - ____
(name) ____ (City’s Construction Project Manager) (___) __ - ____
(name) ____ (Engineer's Project Manager)
(___) __ - ____
Submit phone contact list to City according to Technical Specification Section 01300 –
SUBMITTALS.
The Emergency Spill Response Phone List shall be kept up to date at all times. Any
proposed changes shall be provided to the City a minimum of 24 hours in advance of the
change or within one (1) hour if the change is due to an emergency.
1.07
STANDARD REPORTING PROCEDURES
A. HANDLING EMERGENCIES
1. Medical emergency, fire, or explosion, call 911 immediately. Do not call 911 to
report a SSO or wastewater spill.
B. OBSERVATION
1. The Contractor shall obtain enough information to make an initial assessment of
the situation without endangering themselves.
C. PROTOCOL FOR NOTIFICATION OF SPILL
1. Contractor’s Field Superintendent:
Contractor’s field personnel shall verbally notify the Contractor’s Field
Superintendent. The Field Superintendent shall promptly notify the City and
City’s Representative immediately, always less than one (1) hour from the time
of being made aware of the spill. Document all calls and conversations.
D. REPORT
As soon as possible, but no later than 24-hours following discovery of the spill, the
Contractor shall complete the Form 01999-C Confidential Spill Reporting, reference
Technical Specification Section 01999 – REFERENCE FORMS. The Contractor shall
take photographs at all stages of the incident to include in the report. Submit copies of
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01560 - 4
December 22, 2023
all documentation to City per Technical Specification Section 01300 – SUBMITTALS
except as herein modified. Spill Reports shall be hand-carried to the City’s
Representative as soon as they are completed.
E. SUBMITTAL
The Contractor shall verify that City has received a copy of completes Form 01999-C
Confidential Spill Reporting and supporting documentation and submitted copy of said
report to the City’s Representative in a timely manner. Compare all reports and report
discrepancies to the City’s Representative and retain one (1) copy in the Project File
located at Contractor’s office.
1.08
SANITARY SEWAGE SPILL/SSO/BACKUP
A. If a sanitary sewage spill, SSO, or backup occurs into a lateral and a citizen or business
sustains property damage, the following procedure is to be adhered to:
1. The initial responsibility of the Contractor is to locate and eliminate the cause of
the backup as soon as possible. As part of cleaning the backup, Contractor crews
are to determine the cause and source (if possible) of the backup. The Contractor
shall obtain an emergency clean-up service and relocate the residents, as necessary,
to minimize health risks. Contractor shall be responsible for all costs and
coordination efforts associated with, and as a result of the sewer backup and
corresponding cleanup including but not limited to:
a. Prompt relocation of residents, businesses, and schools.
b. Temporary housing of displaced residents.
c. Clean-up and sanitizing costs.
d. Replacement of damaged personal items.
e. Relocation of residents back into the residence.
2. Determine the extent of the property damage (photographs are recommended). A
report (Incident Report), along with the photographs, must be prepared by or
provided to the Contractor’s or Contractor’s designated Safety Officer. The Safety
Officer shall forward the information to the Contractor’s corporate liability
insurance carrier as applicable. Information compiled shall include:
a. Time call was received.
b. Time the crew arrived at the site.
c. Time work was completed.
d. Cause of stoppage/source of backup sewage (if possible) and location of
stoppage causing the backup.
e. Name of property owner/tenant and address of affected property.
f. Extent of damage.
g. Action taken.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01560 - 5
December 22, 2023
3. Contractor-authorized personnel shall also assist and pay all costs for obtaining and
coordinating a sub-contractor to perform restoration work and will work with the
selected sub-contractor to equitably restore the premises to their pre-incident
condition.
4. The Contractor’s Superintendent shall notify the City of the blockage/stoppage in
the sanitary sewer pipe.
5. Notify the City in the event of any spills/SSO.
6. The City of Chandler shall notify Arizona Department of Environmental Quality
(ADEQ) only as it pertains to Arizona State law requirements.
1.09
SURCHARGING
A. Upon notification or discovery that a surcharge condition exists, crews shall respond
immediately to the area with proper equipment and manpower to reduce the surcharge.
If, due to the limited capacity of the sewers, the surcharge cannot be reduced, any spill
which occurs shall be properly cleaned. Waste products are to be disposed of in
accordance with state and federal laws.
The Contractor shall be responsible for obtaining the City’s known areas or sections of
sanitary sewer pipes that are subject to surcharging capacity situations. These
instructions will remain in effect until the problem is resolved. These areas or sections
of concern will be monitored throughout the bypass operations, and in the event of an
emergency, the City shall be notified by the Contractor immediately for response.
Response of City crews shall not relieve the Contractor for project responsibilities or
liabilities.
B. A Confidential Spill Reporting Form shall be completed by the Contractor and
distributed to the required parties according to Section 1.06. Distribution of said
Confidential Spill Reporting Form shall take place, preferably by fax or electronic
mail, within one (1) day of the occurrence.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
3.01 SITE MAINTENANCE
A. Contractor shall keep the work site, staging areas, storage and parking area,
Contractor's facilities clean and free from rubbish and debris. Materials and equipment
shall be promptly removed from the site when they are no longer necessary. Upon
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01560 - 6
December 22, 2023
completion of the work and before final acceptance, the work site shall be cleared of
equipment, unused materials, and rubbish to present a clean and neat appearance in
conformance with the preconstruction condition of the site.
B. The Contractor shall not store equipment or materials anywhere other than locations
approved by the City. Property surrounding the work site shall be completely free of
all debris and rubbish at all times.
3.02 CLEAN-UP:
A. Waste material of any kind will not be permitted to remain on the site of the work or
on adjacent streets. Immediately, upon such materials becoming unfit for use in the
work, they shall be collected, carried off the site and legally disposed of by the
Contractor. The Contractor shall be responsible for obtaining necessary permits or
approval for the Contractor's disposal site.
B. The Contractor shall keep all buildings and areas occupied by the Contractor clear of
all refuse, rubbish and debris that may accumulate from any source and shall keep them
in a neat condition to the satisfaction of the City.
C. In the event that waste material, refuse, debris and/or rubbish are not so removed from
the work area by the Contractor, the City reserves the right to have the waste material,
refuse, debris and/or rubbish removed, and the expense of the removal and disposal
charged to the Contractor.
D. Paints, solvents, and other construction materials shall be handled with care to prevent
entry of contaminants into storm drains, surface waters, or soils.
3.03. BARRIERS:
A. A barrier shall be provided around all unattended excavations and open structures. The
barrier shall enclose the area and prevent unauthorized access.
3.04 STREET CLEANING:
A. The Contractor shall be responsible for preventing dirt, dust, and sediments from
escaping from trucks departing the project site, by covering dusty loads, washing truck
tires before leaving the site, or other reasonable methods.
B. When working trucks and/or other equipment on paved streets and roadways, the
Contractor will be required to clean said streets as soon as possible, but no later than at
the conclusion of each day's operations or 24-hour period and at such interim periods
as required by the City.
C. All streets in the construction area used by Contractor's trucks or any other equipment
hauling material to and from the area, whether within the Contract limits or adjacent
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01560 - 7
December 22, 2023
thereto, shall be kept clean by the Contractor and shall be continuously serviced by the
Contractor's use of water trucks to control dust.
D. Cleaning and dust control shall be as specified in MAG Section 104.1.4 “Cleanup and
Dust Control” and shall be at the Contractor's expense.
E. Any violation of the requirements shall be sufficient grounds for the City to order the
streets in question cleaned by others and the cost to be paid by the Contractor.
F. No solid materials or soil may be flushed into storm drains or in the sanitary sewers or
wastewater facilities.
G. The Contractor shall use a power pick-up broom as part of the dust control effort.
3.05 AIR POLLUTION CONTROL
A. GENERAL:
The Contractor shall not discharge smoke, dust, and other contaminants into the
atmosphere that violate the regulations of any legally constituted authority. The
Contractor shall maintain construction vehicles and equipment in good repair.
Equipment exhaust emissions that are determined to be excessive by the City shall
cause the equipment to be repaired or replaced.
B. The Contractor shall also minimize dust nuisance by cleaning, sweeping, and sprinkling
with water, or other means. The use of water, in amounts, which result in mud on public
streets, is not acceptable as a substitute for sweeping or other methods. Equipment for
this operation shall be on the job site or available at all times.
3.06 ODOR:
A. The Contractor shall be responsible for monitoring nuisance odors generated by the
Contractor’s construction activities including but not limited to pipe cleaning and
bypass pumping activities. The Contractor shall employ methods and procedures that
mitigate the generation and discharge of objectionable odors to minimize public
complaints.
B. The Contractor shall provide and continuously operate onsite hydrogen sulfide (H2S)
odor logging equipment at bypass pump suction and discharge point locations, along
with the vicinity of pipe cleaning activities, or open manhole locations. Summary of
H2S concentration levels shall be reported by the Contractor at all construction progress
meetings. Written records shall be submitted according to Technical Specification
01300 – SUBMITTALS monthly.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01560 - 8
December 22, 2023
3.07 ODOR CONTROL:
A. The Contractor shall be responsible for controlling odors generated by the
Contractor’s construction activities by tarping and/or other means to prevent nuisance
odor from being emitted from the wastewater stream.
B. Contractor shall be prepared to add approved chemicals to the wastewater flow
upstream of bypass pumping operations to reduce odor. The manufacturer of and the
costs for chemical odor control dosing shall be as negotiated and approved by the City
prior to use. The Contractor shall make his own determination of flow characteristic
for required dosing.
The Contractor shall add the chemicals from a location upstream that will allow 10 to
15 minutes reaction time before the flow enters the work area. The chemical dosing
shall reduce odors generated from the wastewater stream to a level acceptable to the
City. If this is not accomplished by adding chemicals, additional control may be
required.
3.08 NOISE CONTROL
A. The Contractor shall perform all work in compliance with OSHA standards and in no
case will noise levels be permitted which interfere with the work of the City or others.
Noise levels shall be in accordance with City noise ordinance.
B. If pumping operations and/or power generation occur after normal work hours as stated
in the Technical Specification Section 02145 – DIVERSION OF SEWAGE FLOWS
AND DEWATERING, subsection 2.01A. The Contractor shall utilize sound attenuated
bypass pumps or generators with a maximum decibel rating of 70 db at a distance of
50 feet.
C. Each internal combustion engine, used for any purpose on the job or related to the job,
shall be equipped with a muffler of a type recommended by the manufacturer for
residential use. No internal combustion engine shall be operated on the project without
said muffler.
D. Noisy portable equipment, such as generators, pumps, or compressors, shall be located
as far away from sensitive noise receptor areas as practical. Sensitive noise receptors
are defined as occupied buildings with windows or doors facing the work site. Noise
barriers shall be constructed around noisy, stationary, construction equipment such as
compressors, pumps, or generators that must be utilized at locations near (within 100
feet of) sensitive noise receptors as defined above.
E. Idling equipment not actively utilized for extended periods of time shall be shut off.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01560 - 9
December 22, 2023
3.09 TREE AND PLANT PROTECTION
A. If a tree or any landscaped vegetation is damaged or destroyed by construction, or any
action of the Contractor, the Contractor shall replace the damaged tree or plant with a
healthy one of the same species as approved by the City. The replacement tree or plant
shall be of the same size as the damaged tree or plant and will be placed at the existing
grade. The Contractor shall bear all expenses required to clear and grub the damaged
tree or plant and to establish the replacement tree or plant. The replacement tree or plant
shall be installed per City Standard Landscaping Specifications and Details, or local
arborist recommendations, and guaranteed healthy for one (1) year after final project
completion. The Contractor shall be responsible for all costs of replacement of any tree
or plant that the Contractor has planted that is deemed unhealthy during that year.
B. All landscaped areas and other surface improvements which are damaged by the actions
of the Contractor shall be restored to its original condition at the Contractor's expense.
When the impact is to private property, the property owner shall confirm acceptance to
the original condition.
3.10 SURFACE WATER CONTROL
A. The Contractor shall conform to the regulations and requirements of legally authorized
surface water management agencies. The Contractor is responsible for providing and
maintain any temporary pumping, drainage structures, or other means to manage or
control nuisance surface water.
B. The Contractor shall be responsible for keeping any open excavations and other areas
free from water as required to permit continuous progress of, or to prevent damage to,
its own work or work of others. The Contractor shall cover exposed excavated areas
and spoil piles when runoff from rain is or would be likely to cause turbid waters to
enter local waterways. The Contractor shall suspend work in the rain if such work
cannot be performed without causing turbid runoff.
3.11 STORM SEWER
A. The Contractor shall not discharge any wastewater, potable water used for testing, or
cleaning, or any chemical or waste materials from the construction operation into the
storm sewer system.
3.12
SANITARY SEWER
A. The Contractor shall not dispose of chemical or any waste materials from the
construction operations into the sanitary sewer system.
** END OF SECTION **
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01560 - 10
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 01700
RESTORATION OF IMPROVEMENTS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01700 - 1
December 22, 2023
PART 1 - GENERAL
1.01 GENERAL
This section specifies restoration of improvements of the Contractor's work area, staging
area, storage area, and parking area.
1.02 STRUCTURES
The Contractor shall remove such existing structures, or portions of structures, as may be
necessary for the performance of the work and shall rebuild the structures thus removed,
with the specified requirements, in as good a condition as found. The Contractor shall also
repair existing structures that workers damage as a result of the work under this Project at
no additional cost to the City.
1.03
ROADS AND STREETS
Unless otherwise specified, roads and streets in which the surface is removed, broken, or
damaged, or in which the ground has caved or settled during or as a result of the work
under this Project, shall be resurfaced and/or repaved and brought back to the original grade
and section or City or Governing Agency Standard section, whichever is greater, at the
Contractor’s expense. The Contractor shall document in video the entire road or street area
to be used for the work and parking area. Copies of the DVD, USB, or portable hard drive
shall be submitted to the City prior to starting the work. Once construction starts,
Contractor assumes responsibility for road condition and repair.
Roadways used by the Contractor shall be cleaned and repaired if damaged. Before
resurfacing and/or repaving material is placed, edges of pavements shall be trimmed back
far enough to provide clean, solid, vertical faces, and shall be free of loose material. Streets,
sidewalks, and other City, County, or State owned facilities impacted by construction
activities shall be replaced or repaired in accordance with current City and MAG
requirements.
1.04 CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS
A. Cultivated or planted areas, other unpaved areas, and other surface improvements
which are damaged by actions of the Contractor shall be restored to their original
condition. In addition to City inspection, the Contractor shall document in video the
entire area to be used as the work area, staging area, storage area, and parking area.
Copies of the DVD, USB, or portable hard drive shall be submitted to the City prior to
starting the work. Once construction starts, Contractor assumes responsibility for road
condition and repair.
B. Existing guard posts, barricades, and fences shall be protected and replaced if damaged.
SECTION 01700
RESTORATION OF IMPROVEMENTS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01700 - 2
December 22, 2023
1.05 PROTECTION OF EXISTING INSTALLATIONS
A. The Contractor shall protect all existing operating facilities and structures from
damage. However, if damage occurs, the Contractor shall immediately correct or
replace existing equipment, materials, or systems that are damaged as a result of its
operations to the satisfaction of the City.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
3.01 RESTORATION ACCEPTANCE
A. The Contractor shall restore the area to existing condition of the Contractor’s work
area, staging area, storage area, and parking area as documented in the photographs and
video recordings.
B. The City shall determine if and when restoration of the site is acceptable following on-
site inspection and review of the pre-construction and post-construction recordings.
** END OF SECTION **
SECTION 01999
REFERENCE FORMS
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 1
December 22, 2023
PART 1 - GENERAL
1.01
REQUIRED FORMS
The forms listed below and included in this section are referenced from other Technical
Specification sections of the contract documents:
Form No.
Title
01999- A
Submittal Transmittal
01999- B
Request for Information
01999- C
Confidential Spill Reporting
01999- D
Chain of Custody
1.02
SCOPE
The Contractor shall be responsible for the documentation forms for tests and evaluations
required of the contract that do not have specific forms identified. Contractor generated
forms shall follow the format established on Form 01999-A Submittal Transmittal
contained herein.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 2
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 3
December 22, 2023
FORM 01999-A SUBMITTAL TRANSMITTAL
Submittal Description:
Submittal No:
Spec Section:
Routing
Sent
Received
OWNER:
Contractor
PROJECT NUMBER AND NAME:
Engineer
Contractor
CONTRACTOR:
We are sending you
Attached
Under separate cover via
˜ Submittals for review and comment
˜ Product data for information only
Remarks:
Item
Copies
Date
Section
No.
Description
Review
action
a
Reviewer
initials
Review comments
attached
aNote: NET = No exceptions taken; MCN = Make corrections noted; A&R = Amend and resubmit; R = Rejected
Attach additional sheets if necessary.
Contractor: Certify either A or B:
A. We have verified that the material or equipment contained in this submittal meets all the requirements, including
coordination with all related work specified (no exceptions).
B. We have verified that the material or equipment contained in this submittal meets all the requirements specified
except for the attached deviations.
No.
Deviation
Certified by: ______________________________________________________________
Contractor's Signature
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 4
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 5
December 22, 2023
FORM 01999-B REQUEST FOR INFORMATION
REQUEST FOR INFORMATION
CITY
Project#
CONTRACTOR
RFI#
Requested By
Directed to
Subject
Date Received
Spec. Section
Date Transmitted
Drawing References
Date Reply Received
Date Reply Needed
Date Reply Transmitted
INFORMATION NEEDED:
Date Signature
REPLY:
Date Signature
[ END OF FORM]
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 6
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 7
December 22, 2023
FORM 01999-C CONFIDENTIAL SPILL REPORTING
INSTRUCTIONS: The Contractor shall ensure that appropriate on-site personnel complete
this form. The form shall be completed immediately upon discovery of a sanitary sewer spill
or release by the individual who first made the discovery.
First at the Scene (name):
1. Facility name and address/location/intersection (or major cross streets):
2. Is/was there a fire or explosion or other release (except for sewage release) outside the facility?
Yes No
If yes, immediately contact the Fire Department (911) for assistance, initiate appropriate
facility response procedures, and then continue with this form.
3. Personal injuries and extent, if any:
4. Date and time of initial call or complaint: ____________________________________
5. Date and time of spill found or confirmed: ____________________________________
6. Date spill reporting completed:_____________________________________________
7. Date and time spill occurred or started, if known: ______________________________
8. What was spilled? Describe completely. List chemical names/wastewater if known.
9. How much was spilled? Use units such as gallons or pounds, etc._________________
10. Where and how did the spill occur? Include a description of the container or vessel from which
the spill occurred. Attach diagram or map, if available.
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 8
December 22, 2023
11. Where did the spilled material go? Check all that apply.
drywell
dry wash
canal
riverbed
private property
retention basin
sanitary sewer
secondary
containment
storm drain
city street
Air (vapors or
odors)
other (specify
below)
________________________________________________________________
________________________________________________________________
________________________________________________________________
________________________________________________________________
________________________________________________________________
12. How far did the spill travel? Describe the path the spill took to its final destination.
13. Was the spill stopped or contained? Describe how and by whom.
14. How long did the spill last? ______________________________________________
15. Who found the spill? Use the back of this form if necessary.
Name_________________ Title_____________________ Phone________________
a.
b.
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 9
December 22, 2023
16. Who was notified of the spill? List names and identify how notification was made (phone call,
fax, etc. Use the back of this form if necessary).
Name Department/Division/Agency Date/Time Notified Method of Notification
a.
b.
Printed name and signature of person who completed this form:
Printed Name_______________________Title___________________Phone__________
Signature_____________________________ Date____________________
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 10
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 11
December 22, 2023
FORM 01999-D CHAIN OF CUSTODY
PROJECT NUMBER AND NAME:
CITY:
CITY’S REPRESENTATIVE:
COMPANY NAME:
ADDRESS
CONTACT PHONE NUMBER:
CONTACT NAME:
CONTRACTOR:
COMPANY NAME:
ADDRESS
CONTACT PHONE NUMBER:
CONTACT NAME:
TESTING LABORATORY:
LAB NAME:
ADDRESS:
CONTACT PHONE NUMBER:
FAX NUMBER:
CONTACT NAME:
Pipe Segment No.:
Date Sample Taken:
Pipe Diameter:
Sample Number:
Liner Design Thickness:
Quarter Section No.
Resign Type:
Upstream Manhole No.
Downstream Manhole No.:
SAMPLE TAKEN BY:
SIGNATURE:
DATE
PRINT NAME:
OWNER’S REPRESENTATIVE, RECEIVED BY:
SIGNATURE:
DATE
PRINT NAME:
LABORATORY RECIEVED BY:
SIGNATURE:
DATE
PRINT NAME:
TEST RESULTS, RECEIVED BY:
SIGNATURE:
DATE
PRINT NAME:
** END OF SECTION **
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
01999 - 12
December 22, 2023
[This page intentionally left blank for double sided printing]
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02145 - 1
December 22, 2023
PART 1 – GENERAL
1.01
DESCRIPTION
A. SCOPE
This Technical Specification Section describes requirements for temporary bypassing
and dewatering of sewers during sanitary sewer pipe and access manhole rehabilitation,
if required.
B. REQUIREMENTS
1. The Contractor shall provide all coordination, labor, materials, equipment, and
supervision to temporarily bypass flow around the Contractor’s work in accordance
with the Contractor’s specific needs of the rehabilitation method being utilized and
dewater the pipes in preparation for cleaning, Closed Circuit Television (CCTV)
inspection, and rehabilitation method(s) implemented.
2. The actual design of the bypass arrangement shall be the responsibility of the
Contractor and shall be submitted to the City and City’s Representative to review
for general conformance to project objectives. Means and methods of
accomplishing the bypassing shall be the responsibility of the Contractor.
3. The Contractor shall use fused high-density polyethylene (HDPE) piping to convey
flow around the project area. The use of quick connect pipe collars is not an
approved material or method for use in the City.
4. The Contractor shall have the entire bypassing system in place, or portions thereof
for project optimization, and successfully pressure tested with potable water at a
minimum of 1.5 times the maximum operating pressure of the system before
bypassing any sewage.
5. The Contractor shall notify the City 48 hours prior to initiating bypass operations
of any pipeline or shutting down bypass pump operations The bypass system
equipment and existing flows shall be continuously monitored during operation.
6. It is the Contractor’s responsibility to arrange all necessary access and temporary
construction agreements with all affected parties for the Contractor’s proposed
location of the bypass pumping system.
7. The Contractor is responsible for immediate and proper cleanup as per Technical
Specification Section 01560 – ENVIRONMENTAL CONTROLS should any
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02145 - 2
December 22, 2023
sewage spill occur. Regardless of amount, the Contractor shall pay for all damages
and fines incurred as a result of a spill.
C. EXPERIENCE
Contractor shall utilize staff and/or a subcontractor that has been directly responsible
for completion of a rehabilitation project that required the bypass pumping of sewage
flows in excess of 1.0 mgd.
1.02
SUBMITTALS
A. At the preconstruction conference the Contractor shall submit, in accordance with
Technical Specification Section 01300 - SUBMITTALS, drawings and complete
design data showing methods and equipment the Contractor proposes to utilize in sewer
bypassing for review by the City. The submittal shall include the following
information:
1. Drawings indicating the scheme and location of temporary sewer plugs and bypass
discharge pipes. The drawings shall also show the method and location for
discharging the bypass pipes.
2. Capacities of pumps, prime movers, and standby equipment at Net Positive Suction
Head (NPSH) with pumps at existing ground surface or proposed depressed pump
elevation.
3. Bypass pumping plan and design calculations verifying adequacy of the capacity
of the proposed pumping system and selected equipment, sealed by a professional
civil engineer, registered in the State of Arizona.
4. Standby power source.
5. Staffing plan.
6. Written documentation of recorded noise level and location shall be submitted on
a weekly basis during bypass operation.
7. Written records of onsite H2S concentration shall be submitted monthly.
1.03
EMERGENCY PLAN
A. Diversion of sewage into adjacent sewers (if applicable or proposed)
1. Drawings and/or design calculations verifying available flow capacity of sewer
receiving the bypassed sewage.
2. CCTV documenting the structural and internal condition of the sewer receiving the
bypassed sewage.
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02145 - 3
December 22, 2023
1.04
JOB CONDITIONS
A. AVAILABLE FLOW DATA
There is no current flow data available, the Contractor shall be responsible for any/all
monitoring of flows as necessary to properly size the bypass system to ensure against
sanitary sewer overflows (SSO) of upstream sewers.
Offsite sanitary sewer lift stations and associated force mains contribute discharge
flows into the project pipelines. It shall be the Contractor’s responsibility to
coordinate work and any associated bypass operations with the City to maintain
uninterrupted normal operation of these remote facilities.
B. PROTECTION
No bypassing to the ground surface, adjacent receiving waters, storm drains, or
bypassing which results in soil or groundwater contamination or any potential health
hazards shall be permitted.
C. SCHEDULING
The bypassing system shall operate continuously and shall not be shut down between
shifts, on holidays or weekends, or during work stoppages without written permission
from the City. The bypass system shall have attendants monitoring 24 hours a day
whose only duty is to maintain the bypass pumping system until the bypassing of that
specific pipeline is no longer required.
D. SERVICE LATERALS
Sanitary sewers to be bypassed may have service laterals connected to adjacent users.
The Contractor shall verify the locations of these laterals and any other service laterals
not shown on the Drawings.
PART 2 – PRODUCTS
2.01
MATERIALS
A. The Contractor shall provide temporary pumps, conduits, and other equipment to
bypass sewer flow around the Contractor’s work area as required during, but not limited
to, CCTV inspection, cleaning, and rehabilitation activities. The Contractor shall
furnish all necessary labor and supervision to set up, operate and remove the pumping
and bypass piping system(s). Sound attenuated pumps and ancillary equipment shall be
provided for the bypass pumping.
The sound attenuated pumps and/or power generators shall be capable of achieving an
operating noise level of 70 decibels or less, measured at a distance of 50 feet. The
Contractor shall be responsible to provide and install sound attenuation devices,
methods, and/or systems to maintain noise levels below stated decibels. Sound
measurements shall be made and recorded by the Contractor in accordance with
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02145 - 4
December 22, 2023
ANSI/ASA S12.50-2002. The pumps and bypass pipes shall be of adequate capacity
and size to handle the required capacity.
1. Pumping: The Contractor shall provide adequately size pump(s) to accommodate
150 percent of the maximum instantaneous flow. The Contractor shall determine
the required flow capacity. The City may provide flow information if available to
the Contractor but shall provide no guarantees regarding the accuracy of such data.
2. The Contractor shall provide 100 percent redundant bypass pumping capability
when only one pump is required to accommodate the flow. When multiple pumps
are required to accommodate the bypass flows, the Contractor shall provide a
minimum of 50 percent additional number of pumps.
3. The Contractor shall provide fused (HDPE) piping to convey flow around the
project area. HDPE pipe shall be used outside of spill containment area.
4. The Contractor shall provide a full-time operator/inspector with full responsibility
for the bypass pumping operation.
5. In no case shall the Contractor allow any sewage to surcharge and backup into
homes or businesses, or in any way overflow into the environment. If the bypass
pumping capacity is insufficient to prevent surcharge and/or overflow at any time,
the Contractor shall pull the line plugs to reestablish flow withing the sewer
irrespective of the status of the application or rehabilitation process. The City shall
not be responsible for or pay for any damage created by flow re-establishment.
B. The Contractor shall maintain on site sufficient equipment and materials to ensure
continuous and successful operation of the bypass and dewatering systems. The
standby equipment shall be installed, fueled/powered and fully operational at all times
including all pumps, support equipment being in-place. The Contractor shall maintain
onsite a sufficient number of valves, tees, elbows, connections, tools, sewer plugs,
piping, and other parts or system hardware to ensure immediate repair or modification
of any part of the system as necessary.
C. All pumps, generators and other fueled equipment shall be placed in a containment
barrier to protect against sewer, gasoline, oil, and hydraulic fluid spills.
2.02
SOUND ATTINUATED PUMPS
The Contractor shall provide and operate sound attenuated pumps for bypass pumping. The
sound attenuated pumps and/or power generators shall be capable of achieving an operating
noise level of 70 decibels or less, measured at a distance of 50 feet. The Contractor shall
be responsible to provide and install sound attenuation devices, methods, and/or systems
to maintain noise levels below stated decibels. Sound measurements shall be made and
recorded by the Contractor in accordance with ANSI/ASA S12.50-2002 and provided to
the City’s representative upon request. Written documentation of recorded noise levels
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02145 - 5
December 22, 2023
shall be submitted on a weekly basis according to Technical Specification Section 01300
– SUBMITTALS.
PART 3 - EXECUTION
3.01
PROTECTION
In areas where flows are bypassed, all bypass flow shall be discharged as described above
or approved by the City or City’s Representative. No bypassing to the ground surface,
receiving water, storm drains, or bypassing which results in groundwater contamination or
potential health hazards shall be permitted.
3.02
DAMAGES
The Contractor shall repair, without cost to the City, any damage that may result from his
negligence, inadequate or improper installation, maintenance, and operation of bypassing
system, including mechanical or electrical failures.
3.03
ODOR CONTROL
The Contractor shall be responsible for controlling hydrogen sulfide so as not to create
nuisance odors and resident complaints per Technical Specification Section 01560 –
ENVIRONMENTAL CONTROLS.
3.04
DISPOSAL OF CLOGGED PUMP DEBRIS
The Contractor shall be responsible for airtight containment, transporting and disposing,
including all disposal fees, of any materials removed from bypass pump impellers daily.
Debris shall be temporarily contained within sealed containers until disposal offsite to
minimize nuisance odors and resident complaints.
All debris removed from the pumps shall be promptly disposed of off-site in a lawful
manner so as not to create nuisance odors per Technical Specification Section 01560 –
ENVIRONMENTAL CONTROLS. Hauling containers shall be watertight. On-site
stockpiling of removed material will not be permitted.
The Contractor is responsible for obtaining all necessary permits, fees, and approval from
all regulatory agencies required to perform the work, including transport of sediments. The
off-site disposal of all material removed from the sewer shall be the Contractor's
responsibility.
** END OF SECTION **
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02145 - 6
December 22, 2023
[ This page intentionally left blank for double sided printing ]
SECTION 02146
SEWER PIPE AND SEWER STRUCTURE CLEANING
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02146 - 1
December 22, 2023
PART 1 - GENERAL
1.01
DESCRIPTION
This Technical Specification section specifies the requirements for cleaning of the sewer
pipe and sewer structures prior to remote visual CCTV inspection, pipe and/or
manhole/structure rehabilitation. The work to be done under this Contract consists of
furnishing all labor, materials, and equipment to remove accumulated sediments, clean,
and preparation of the sanitary sewer pipes and/or sewer structures for rehabilitation.
1.02
SUBMITTALS
The following submittal shall be provided in accordance with Technical Specification
Section 01300 – SUBMITTALS:
1. A letter identifying the methods the Contractor plans to employ to remove sediment,
debris, grease, scale, encrustations, and roots throughout the sewer pipe to be lined and
in the sewer manholes/structures to be repaired or interior protective coating applied.
The letter report shall include a detailed narrative explanation of the proposed cleaning
process, schedule of activities, and detailed references where the Contractor has used
the identified cleaning method successfully in the past.
2. The Contractor shall submit the cleaning technique(s), nozzle, and water pressure
and/or mechanical means proposed to ensure the interior circumference of the pipe is
clean and free from any residual sediment.
3. The Contractor shall submit the proposed methods and procedures for preventing debris
cleaned from structures and/or manholes from entering the live sewers (if present).
4. The location of off-site disposal of all material removed from the sewer(s) along with
letter of acceptance from the receiving disposal site accepting the debris.
5. A copy of all haul permits obtained from all regulatory agencies.
6. The Contractor shall submit a public awareness plan outlining the means and methods
of proposed plans to mitigate impact to the public during the cleaning operation.
PART 2 - MATERIALS
2.01
CHEMICAL ADDITIVES
No chemicals shall be used without written approval of the City’s Representative. In no
case shall any chemical additive be used which might be considered hazardous or might be
considered detrimental to organisms or equipment of a wastewater treatment plant, or
SECTION 02146
SEWER PIPE AND SEWER STRUCTURE CLEANING
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02146 - 2
December 22, 2023
detrimental to old or new pipe materials.
A Safety Data Sheet (SDS) shall be posted onsite with a copy supplied to the City’s
Representative for all chemicals anticipated to be used in the project or brought on-site.
2.02
HYDRO BLAST PIPE CLEANING-NOZZLE
A. The Contractor shall use a nozzle to ensure the interior 360-degree circumference of
the pipe interior is clean and free from any residual sediment prior to lining.
B. It shall be the Contractor’s responsibility to determine whether the structural condition
of the existing pipe will not be detrimentally damaged by use of the spinning nozzle
and water pressure to be utilized. The Contractor shall notify the City’s Representative
of pipe condition that would be impacted through the proposed cleaning process and
equipment.
2.03
MECHANCAL PIPE CLEANING
A. The Contractor shall use mechanical cleaning equipment and method(s), if necessary,
such as chain flail and/or carbide toothed root cutter saw or approved equal, to ensure
the interior 360-degree circumference of the pipe interior is clean of roots, hardened
fats/oils/grease (FOG), tuberculation, corrosion and/or encrustations prior to lining.
2.04
SEWER STRUCTURE CLEANING – HYDRO BLAST
A. The Contractor shall use high pressure hydro blasting methods as appropriate and
necessary to remove deteriorated concrete and any previously applied protective
coatings/linings on the interior of manholes/structures down to solid/sound substrate
material.
B. The Contractor shall use debris shields or other approved method to prevent debris
dislodged from the interior of the manhole/structure from entering the live sewers.
Discharge of removed sediment and debris into the interceptor pipe is prohibited. The
Contractor shall remove and legally dispose of dislodged debris offsite. All hauling
equipment shall be watertight to prevent spillage during transport. The Contractor will
be responsible for interceptor pipe cleaning and removal of all sediments to a disposal
facility.
PART 3 - EXECUTION
3.01
GENERAL
A. The Contractor shall conduct work to prevent any detrimental sewage blockage and
minimize surcharging in the sewer manholes/structure or connecting sewer pipes.
B. It shall be the Contractor’s responsibility to determine whether the structural condition
SECTION 02146
SEWER PIPE AND SEWER STRUCTURE CLEANING
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02146 - 3
December 22, 2023
of the existing pipe, manhole, and/or structure will not be detrimentally damaged as a
result of any proposed cleaning process(es). Damage to existing facilities as a result of
the Contractor's work shall be promptly repaired in kind at the Contractor's expense.
The Contractor accepts the responsibility of reinstating normal sewer operation once
the proposed cleaning operation is initiated.
C. It is Contractor’s responsibility for all costs incurred with removal of sediment if
observed to be discharged into an active interceptor sewer for a minimum distance of
one (1) mile downstream of the work area location.
3.02
SEWER BYPASSING AND DEWATERING
Sewer flow shall be bypassed during the cleaning as specified in Technical Specification
Section 02145 – DIVERSION OF SEWAGE FLOW AND DEWATERING if required, or
directed by the City’s Representative
3.03
HYDRO BLAST CLEANING OF PIPES
The Contractor shall clean and remove existing sediment, debris, roots, scale,
encrustations, grout, and FOG accumulations from the sanitary sewer pipes to be inspected
or scheduled to be rehabilitated, to adequately prepare the surfaces for liner installation or
protective surface application. Initial cleaning may not be performed more than thirty (30)
days prior to start of lining/protective layer installation.
Pipe discovered by the Contractor or his Subcontractor to be physically deteriorated to the
extent where cleaning may detrimentally impact the structural integrity shall be brought to
the attention of the City’s Representative prior to conducting cleaning operations.
The Contractor shall clean the pipe to ensure proper installation of the sewer liner. Cleaning
shall remove all sediment, rocks, debris, roots, FOG, accumulations, and obstructions from
the sewer to be lined. Multiple passes with cleaning equipment may be required at no
additional cost to the City. Once the Contractor initiates the cleaning operation, he accepts
the responsibility of reinstating normal operation of the sewer.
Sediment or debris from cleaning operations larger than U.S. #8 sieve shall not be
deposited downstream in the sewer. Sedimentation deposited downstream shall be
removed at no cost to the City. All materials dislodged during cleaning shall be removed
from the pipe and delivered to an approved disposal site.
The Contractor shall be thoroughly familiar with all phases of sewer pipe cleaning to ensure
the completion of this Contract without causing a health hazard or damage to the sewage
system, public and private property.
It shall be the responsibility of the Contractor to repeat the cleaning process if root re-
growth, FOG accumulation, or other detrimental obstructions are present between the time
pre-video inspection and CIPP liner installation operation at no additional cost to the City.
SECTION 02146
SEWER PIPE AND SEWER STRUCTURE CLEANING
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02146 - 4
December 22, 2023
3.04
MECHANICAL CLEANING OF PIPES
The Contractor shall clean existing interior pipe of tuberculation, hardened FOG, scale,
encrustations, root intrusions, and grout accumulations from the sanitary sewer pipes to be
inspected or scheduled to be rehabilitated and adequately prepare the surfaces for
installation of liner. Initial cleaning may not be performed more than thirty (30) days prior
to start of lining installation.
Pipe discovered by the Contractor or his Subcontractor to be physically deteriorated to the
extent where cleaning may detrimentally impact the structural integrity of the existing pipe
shall be brought to the attention of the Owner’s Representative prior to conducting cleaning
operations.
Cleaning shall remove all mineral accumulations and/or attachments from corrosion of
metallic surfaces from the sewer to be lined and from the structures to be coated (if
applicable). Cleaning of the sewer and structure interior surfaces shall remove all scale,
encrustation, and any other foreign material from the surface.
The Contractor shall mechanically clean the pipe interior to within 95% of original interior
pipe diameter as verified through interior pipe CCTV optical laser profiler or approved
equal equipment to verify and document the internal pipe diameter prior to ordering and
installing CIPP lining. Multiple passes with mechanical cleaning equipment may be
required at no additional cost to the Owner.
It shall be the responsibility of the Contractor to repeat the mechanical cleaning process if
tuberculation, FOG, or detrimental corrosion buildup occurs prior to CIPP lining operation
at no additional cost to the Owner.
3.05
HYDRO BLAST CLEANING OF MANHOLES/STRUCTURES
The Contractor shall clean existing trough, throat, bench, wall, cone and chimney of debris,
encrustations, FOG, and deteriorated concrete by the use of high-pressure hydro blasting.
Once cleaning has commenced, the rehabilitation method chosen shall be completed in
succession with no more than 48 hours transpiring between cleaning and rehabilitation
activities.
Access manholes/structures discovered by the Contractor or his Subcontractor to be
physically deteriorated to the extent where cleaning may detrimentally impact the structural
integrity of the existing access manhole/structure shall be brought to the attention of the
City’s Representative prior to conducting cleaning operations.
Cleaning shall remove all deteriorated concrete such that the remaining surface is sound
and free of unstable material.
3.06
PVC “T-LOCK” LINED PIPES
The Contractor shall clean the interior of any PVC lined pipe per paragraph 3.03 - Hydro-
Blast Cleaning of Pipe in conjunction with the following according to the proposed pipe
rehabilitation method proposed:
SECTION 02146
SEWER PIPE AND SEWER STRUCTURE CLEANING
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02146 - 5
December 22, 2023
A. Rehabilitation Method: Cured-In-Place-Pipe Lining Installation:
The Contractor shall remove existing PVC liner and/or joint material that is loose or
hanging that may impact the liner installation process along with any hardened
encrustations or protrusions that may impact the final diameter profile of the rehabilitated
pipe.
B. Rehabilitation Method: PVC T-Lock Liner Repair:
The Contractor shall remove the existing PVC liner and/or joint material that is loose,
hanging or not strongly embedded in the concrete pipe substrate that may impact the final
repair of the T-lock liner. If the embedment tees of the T-lock lining material are not
strongly embedded in the concrete, the Contractor shall remove both the PVC liner sheet
and the embedded tees from the concrete surface.
Strongly embedded tees shall be defined as incorporated into the concrete sufficiently that
when the PVC liner is cut into strips parallel to the tees of the T-lock material at a point
midway between each horizontal row of tees, that a pulling force of 100 pounds applied to
each strip incrementally along the length is insufficient to dislodge the embedded tee from
the concrete substrate. Tees that remain firmly embedded in the concrete following the test
pull are judged to be "strongly embedded" shall be cut flush with the concrete surface and
left in place.
3.07
RECLEANING
Recleaning of the sewer pipe/manhole/structure may be required prior to the remote visual
pipe inspection preceding pipe rehabilitation at no additional cost to the City.
3.08
REMOTE VISUAL INSPECTION
Cleaning of the sanitary sewer pipe is required prior to remote visual inspection of the
sewer pipe to view surface and service lateral conditions (if present) per Technical
Specification Section 02147 – REMOTE CCTV INSPECTION OF EXISTING AND
REHABILITATED SEWERS.
3.09
DISPOSAL OF SEDIMENTS
The Contractor shall be responsible for transporting and disposing, including all disposal
fees, of any sediments and material removed from the sewer or structures.
All sediment and debris removed from the sewer system and associated appurtenances shall
be disposed off-site in a lawful manner. Hauling containers shall be watertight. On-site
stockpiling of removed material will not be permitted.
The Contractor shall be responsible for obtaining all necessary permits, payment of all fees,
and approval from all regulatory agencies required to perform the work, including transport
SECTION 02146
SEWER PIPE AND SEWER STRUCTURE CLEANING
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02146 - 6
December 22, 2023
of sediments. Off-site disposal of all material removed from the sewer shall be the
Contractor's responsibility.
** END OF SECTION **
[ Remainder of this page intentionally left blank ]
SECTION 02147
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02147 - 1
December 22, 2023
PART 1 - GENERAL
1.01
DESCRIPTION
This Technical Specification defines the requirements for internal remote Closed-Circuit
Television (CCTV) inspection of the existing sewer pipes and access manholes/structures
before and after rehabilitation according to the National Association of Sewer Service
Companies (NASSCO) standards. Interior pipe and manhole/structure condition (post
video inspection) shall be documented following rehabilitation using digital scanning
camera equipment.
1.02
SUBMITTALS
A. PRELIMINARY
At the preconstruction conference the Contractor shall submit the following
information for review per Technical Specification Section 01300 – SUBMITTALS
following notification of award of the Contract:
1. The Contractor shall submit operator name and NASSCO Pipeline Assessment and
Certification Program (PACP) certification number and Manhole Assessment
Certification Program (MACP) certification number of proposed CCTV operator
for approval. Contractor shall promptly provide substitute operator and credentials
in the event operator approval is denied.
2. The Contractor shall submit an example of work of the proposed camera equipment
to demonstrate quality and clarity of video along with proposed methods of
documentation. Example shall consist of one (1) remote visual inspection record in
proposed format of previous sewer inspection work completed along with
associated audio commentary and inspection log(s). The submitted record shall
show operational and structural defects in sewers that are of the same diameter as
the sewers in this project.
The information will be reviewed to determine if the quality of the images,
technique, and inspection procedures are acceptable and if defects were properly
identified and documented. Samples shall be with the same camera, lighting
equipment, and data handling procedures proposed for this work.
The City and/or City’s Representative will review the records, not for accuracy of
content, but to make sure that the required information is provided, and the
recording is of acceptable quality. If the City and/or City’s Representative
determines that the records are defective or not of adequate quality, the Contractor
SECTION 02147
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02147 - 2
December 22, 2023
shall repeat the inspection documentation at the Contractor's expense.
The Contractor shall be responsible for modifications to his equipment and/or
inspection procedures to achieve report material of acceptable quality. No work
shall commence prior to approval of the material by the City and/or City’s
Representative. Once accepted, the report material shall serve as a standard for the
remaining work.
The Contractor shall resubmit a final video showing a post inspection after the liner
issue(s) have been addressed and approved, and after the manhole rehabilitation is
complete and approved. Contractor shall correct all title information on the video
and labels prior to final submittal.
Digital Video Disk (DVD) or Universal Serial Bus (USB) records shall include
labels containing project titles, dates, including City and Contractor company
names. The Contractor shall maintain a copy of all inspection documentation (disks,
tapes, databases, and logs) for the duration of the work and warranty period.
B. OTHER SUBMITTALS
1. Pre-Construction Inspections: One (1) copy of the pre-construction CCTV
inspection stored on DVD or USB media, showing the existing sewer pipe after
preliminary cleaning, shall be submitted to the City or City’s Representative), a
minimum of 14 days prior to CIPP lining and/or manhole rehabilitation. The
distance to each sanitary sewer lateral shall be recorded on the inspection tape and
paper copy record. Each pipe segment to be rehabilitated shall be CCTV inspected
and recorded. Multiple pipe segment inspections can be stored on one DVD or
USB. If the City or City’s Representative determines that the records are defective,
not of adequate quality, not containing pipe identification information, or footage
counter, the Contractor shall repeat the inspection documentation at the
Contractor's expense.
2. One (1) copy of the CCTV inspection stored on DVD or USB media or external
hard drive, showing the existing sewer pipes after cleaning, just prior to CIPP
installation, along with a final video inspection video following liner installation
and any lateral opening reinstatement. Videos shall be submitted to the City or
City’s Representative within one (1) day of collecting the final inspection video.
The City or City’s Representative will track and compile a final record of initial
cleaning, pre-lining CCTV, post-lining CCTV, and if necessary secondary post-
lining CCTV after any liner issues have been addressed and submitted to the City
or City’s Representative by the Contractor for work acceptance.
3. One (1) copy of the CCTV inspection stored on DVD or USB media or external
hard drive, showing the existing access manhole/structure after cleaning, just prior
to the repair material installation along with a final inspection video after
SECTION 02147
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02147 - 3
December 22, 2023
rehabilitation. Video shall be submitted to the City or City’s Representative within
one (1) day of the final inspection video collection. The City or City’s
Representative will track and compile a final record of initial cleaning, pre-
rehabilitation CCTV, post-rehabilitation CCTV, and if necessary secondary post-
rehabilitation CCTV after any issues have been addressed and submitted to the City
or City’s Representative by the Contractor for work acceptance.
4. The Contractor shall submit written inspection logs and CCTV procedures
according to NASSCO PACP for the sewer pipes inspected and/or rehabilitated.
5. The Contractor shall submit written inspection logs and CCTV procedures
according to NASSCO MACP standards for the sewer access manholes/structures
inspected and/or rehabilitated.
PART 2 - PRODUCTS
2.01
MATERIALS
A. TELEVISION INSPECTION CAMERA(S)
Camera(s) shall be intrinsically safe and shall be capable of safely operating in 100
percent humidity conditions. Lighting intensity shall be remote controlled and shall be
adjusted to minimize reflective glare. Lighting and camera quality shall provide a clear,
focused picture of the entire inside periphery of the sewer. Analog type camera shall
have tilt and zoom capabilities to view 90 degrees to the pipe centerline for the entire
360 degrees of the pipe circumference. Digital type cameras shall possess forward and
rear facing cameras with 360-degree view capabilities.
The Contractor shall utilize equipment that allows for CCTV to be performed within
conditions noted in the Technical Specification. Contractor’s equipment shall be sized
to fit and maneuverable within final diameter of rehabilitated pipe segments. Any
scrapes or damage to the interior pipe liner or newly installed protective
manhole/structure coating or lining resulting from equipment operation shall be
addressed and corrected by the Contractor at no additional cost to the City.
The Contractor shall utilize a digital, Panaramo 360 or approved equal for CCTV of
pre and post CCTV inspection of pipes 12-inch diameter and larger and for use in
manholes/structures. Either digital or analog CCTV equipment is permitted for use in
pipes less than 12-inches in diameter.
B. VIDEO STORAGE DEVICES
Video recordings of all sewer line inspections shall be made on DVD disks, USB media
or digital external hard drive. The audio portion of the video shall be sufficiently free
from electrical interference and background noise to provide complete intelligibility of
the oral report. A copy of the video recordings shall be consolidated on DVD / USB /
SECTION 02147
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02147 - 4
December 22, 2023
digital hard drive media with corresponding City unique appurtenance quarter section
number.
C. FOOTAGE COUNTER
A footage counter device, which measures the distance traveled by the camera in the
sewer, shall be accurate to plus or minus 2 feet in 1,000 feet.
D. VIDEO TITLING
Video equipment shall include genlocking capabilities to the extent that computer
generated data, (e.g., footage, date, size, address and location, etc.) as determined by
the City can be overlaid onto video, and both indicated on the television monitor and
permanently recorded on the inspection video.
PART 3 - EXECUTION
3.01
FLOWS IN SEWERS:
The Contractor shall provide temporary dry conditions in the sewer pipes during remote
visual CCTV inspections and continuously until completion of liner installation and final
documentation CCTV video inspection. The bypassing requirements are provided in
Technical Specification Section 02145 – DIVERSION OF SEWAGE FLOW AND
DEWATERING.
3.02
CLEANING
The remote visual inspection shall be performed after cleaning the sewer pipe or access
manhole as specified in Technical Specification Section 02146 – SEWER AND SEWER
STRUCTURE CLEANING, and prior to lining the pipe. The Contractor shall be
responsible for properly inspecting and documenting the final condition of the rehabilitated
pipe.
3.03
SCHEDULE
The Contractor shall submit post CCTV of segments within one (1) working day from the
date of installation. The Contractor shall also be responsible to produce and submit hard
copy inspection logs of the inspection process.
3.04
SEQUENCE OF INSPECTION
The sewer pipe shall be remote visually inspected, in the same direction, prior to and
following the lining of the sewer. Final CCTV inspection shall be performed after lateral
reinstatement has been completed.
SECTION 02147
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02147 - 5
December 22, 2023
3.05
INSPECTION METHODS
The Contractor shall inspect the sewer interior using a camera or process capable of
producing a color image for permanent record and documentation of inspection in digital
format (mpeg or jpeg) with audio location and date information, data title information.
A. VERBAL COMMENTARY
The Contractor shall audio record narrative on the remote visual inspection location,
upstream and downstream control points, date, and time of the inspection.
B. ACCESS
The City or City’s Representative shall have full access to observe and monitor all other
operations at all times. The system of cabling employed to transport the camera and
transmit its signal shall not obstruct the camera's view.
C. INSPECTION RATE
The camera shall be pulled through the sewer in either direction, but all inspections at
each location shall be in the same direction. Maximum rate of travel shall be 30 feet
per minute when recording with analog camera systems.
D. IMAGE PERSPECTIVE
The camera image shall be down the center axis of the pipe when the camera is in
motion. The Contractor is required to provide a 360-degree view of the pipe interior.
Points of interest shall also be documented and shall include, but not be limited to,
defects, encrustations, mineral deposits, debris, sediment, any location determined not
to be clean or part of a proper liner installation, or defects in the liner (including, but
not limited to, bumps, folds, tears, dimples, etc.).
Each individual sanitary sewer lateral opening to the sewer main shall be remote
visually inspected. Camera shall first pan and tilt to the lateral opening prior to zoom
for analog camera systems. Full 360-degree views of the lateral opening shall be
documented without zoom. Contractor shall not utilize pan, tilt and/or zoom
simultaneously.
E. SEWER IDENTIFICATION
All inspection documentation shall include the sewer location identified by City quarter
section manhole numbers.
F. SEWER FLOW CONTROL
During remote visual inspections, and continuously until completion of liner
SECTION 02147
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02147 - 6
December 22, 2023
installation and final CCTV documentation inspection, the Contractor shall provide
temporary dry conditions in the sewer pipes. The bypassing requirements are provided
in Technical Specification Section 02145 – DIVERSION OF SEWAGE FLOW AND
DEWATERING.
G. QUALITY CONTROL
The City’s Representative will review DVD, USB, or hard drive to ensure compliance
with the requirements listed in this Technical Specification and Contract Documents.
If the sewer pipe or access manhole is determined not to be adequately cleaned, as
required in Technical Specification Section 02146 – SEWER AND SEWER
STRUCTURE CLEANING it shall be recleaned and remote visual inspection repeated
by the Contractor at no additional cost to the City. If any portion of the liner or manhole
rehabilitation is determined not acceptable, the liner shall be repaired or replaced,
whichever the City’s Representative deems appropriate, and re-inspected and
documented.
** END OF SECTION **
SECTION 02148
CIPP LINING OF EXISTING SEWERS
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 1
December 22, 2023
PART 1 - GENERAL
1.01
DESCRIPTION
A. SCOPE
This Technical Specification Section specifies the Cured-In-Place-Pipe (CIPP)
rehabilitation lining, sets acceptable material and experience parameters, defines
minimum performance requirements for the finished, installed product and details
testing requirements for the completed product.
B. REQUIREMENTS
The Contractor shall provide and install a resin saturated flexible tube (lining/liner)
with an interior plastic coating wearing surface into pipes identified for CIPP lining in
accordance with ASTM International D5813 – Type II (fully deteriorated), (ASTM)
F1216 for the inversion installation method with resin cured by exposure to heated
water. When cured, the CIPP lining shall be continuous and tight fitting.
1.02
CLIMATIC CONDITIONS
The Contractor is made aware that the Work may occur during the summer months with
temperatures exceeding 115 degrees F. The Contractor shall be prepared for these
conditions and alter catalyst, installation procedures, or provide protection from
detrimental exposure to adverse temperature consistent with the materials proposed for use.
Severe thunderstorms could occur that may increase volume of flow present within the
sewer system. The Contractor shall be prepared for these conditions and alter his
installation procedures and/or provide bypass pumping capabilities accordingly. The
Contractor shall be responsible for review of the weather forecast prior to commencement
of liner installation that restricts or impedes the flow capacity of the sewer pipe being
rehabilitated. When the anticipated weather conditions are such that the resulting sewer
flow may exceed upstream sanitary system storage volume or the capacity of the bypass
pumping system or otherwise adversely affect the CIPP liner installation then the City’s
Representative shall be informed, and the installation shall be delayed until favorable
weather is forecasted.
1.03
EXPERIENCE RECORD OF THE CONTRACTOR
The Contractor shall provide to the satisfaction of the City, written documentation from
the CIPP lining manufacturer that the Contractor’s personnel have been adequately
instructed and trained in the installation procedures of the CIPP liner process proposed.
Such written documentation shall describe manufacturer’s procedures for the installers,
safety instructions, training program, identification, and protocol of a course of action(s)
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 2
December 22, 2023
in the event installation deviates from recommended procedures and, if applicable,
licensing policies.
The Contractor or it’s CIPP liner subconsultant, shall have successfully managed, in
addition to an experienced onsite superintendent possessing a minimum of 5,000 linear feet
of CIPP liner installation experience on projects utilizing similar materials, installation
techniques, and CIPP liner diameter like those proposed on this Project within the previous
three (3) years of the bid date of this project.
1.04
QUALITY ASSURANCE
REFERENCES
This Technical Specification section contains references to the following documents. In
case of conflict between the requirements of this section and those of the listed documents,
the requirements of this section shall prevail.
AASHTO Loading
American Association of State Highway and
Transportation Officials - Anticipated external
load to be placed on the pipe.
ASTM F412
Standard Terminology Relating to Plastic Piping
Systems.
ASTM F1216
(including Appendix
XI)
Standard Practice for Rehabilitation of Existing
Pipelines and Conduits by the Inversion and
Curing of a Resin-Impregnated Tube.
ASTM F3240
ASTM C581
Standard Practice for Installation of Seamless
Molded Hydrophilic Gaskets (SMHG) for Long-
Term
Watertightness
of
Cured-in-Place
Rehabilitation of Main and Lateral Pipelines
Standard Practice for Determining Chemical
Resistance of Thermosetting Resins used in
Glass-Fiber Reinforced Structures, Intended for
Liquid Service.
ASTM D543
Standard Practice for Evaluating the Resistance
of Plastics to Chemical Reagents.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 3
December 22, 2023
ASTM D638
Standard Test Method for Tensile Properties of
Plastics.
ASTM D790
Standard Test Methods for Flexural Properties of
Unreinforced and Reinforced Plastics and
Electrical Insulating Materials.
ASTM D883
Standard Terminology Relating to Plastics.
ASTM D1600
Standard Terminology for Abbreviated Terms
Relating to Plastics.
ASTM D2990
Standard
Test
Methods
for
Tensile,
Compressive, and Flexural Creep and Creep-
Rupture of Plastics.
ASTM D5813
Standard
Specification
for
Cured-in-Place
Thermosetting Resin Sewer Piping Systems.
ASTM D3039 /
D3039M
Standard Test Method for Tensile Properties of
Polymer Matrix Composite Material
ASTM E797
Standard Practice for Measuring Thickness by
Manual
Ultrasonic
Pulse-Echo
Contact
Method.
NASSCO
National
Association
of
Sewer
Service
Companies
1.05
SUBMITTALS
The following submittals shall be provided in accordance with Technical Specification
Section 01300 – SUBMITTALS:
1. Shop drawings which detail short- and long-term properties (providing all supporting
test data) of all component materials, construction procedural requirements for material
for material handling, storage, sunlight control (if applicable), temperature control (if
applicable), and any other CIPP liner handling/installation constraints.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 4
December 22, 2023
2. Representative cured liner sample (1-foot in length) or sample plate for large diameter
(1-foot square) for each diameter size of the same resin and CIPP tube components
proposed for the project depicting the final quality of workmanship that can be
expected on this project.
3. Structural CIPP liner calculations per the design parameters stated in paragraph 2.05.
CIPP liner calculations shall be professionally sealed by a Civil Engineer licensed in
the State of Arizona.
4. 10,000-hour third party, 50-year Flexural Creep Modulus test data. The test shall be
in accordance with ASTM D2990 at 10,000 hours. If results of a 10,000-hour tests are
not available, the Contractor shall use a minimum 50 percent reduction (50 percent
retention) of Flexural Modulus of Elasticity (per ASTM F1216) for all formula
calculations.
5. Independent laboratory test report(s) of CIPP sample(s) and tests as specified in
02148, paragraph 2.02 and 2.03. Chemical resistance and resin properties testing
shall be performed on a previously prepared sample of the finished product proposed
for the project. A Certified Affidavit, signed by an officer of the CIPP liner
installation company, shall be provided stating that the resin the test applies to, and
the resin submitted for this project are the same.
6. Independent laboratory test report(s) of CIPP sample(s) and tests as specified in
paragraph 1.06 (B). Testing shall be performed on prepared samples of the finished
product installed as part of this project. A copy of the completed Chain of Custody
form shall be submitted to the City’s Representative along with independent
laboratory test results.
7. Detailed method(s), locations, and procedures, for creating a representative CIPP
sample on-site for independent laboratory testing.
8. Certification from the manufacturer that the resin, carrier felt and CIPP tube
material(s) supplied complies with ASTM D5813 and meets the intended service
condition(s) set forth in this Technical Specification.
9. Manufacturer’s recommended installation procedures per ASTM F1216.
a. If the “inversion” method is employed per ASTM F1216, provide maximum
inversion head (psi for air inversion, or feet of head for water inversion) pressure
and proposed method of monitoring/documenting pressures.
10. Cure information from the resin manufacturer for the properties of the materials
proposed for use on this project, including recommended method(s) of application of
heat, the medium that initiates the resin curing process. Recommenced step “cooking”
temperatures and hours at each stage including maximum rate (degrees per hour) of
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 5
December 22, 2023
liner heating/cooling, target maximum temperature, duration of target cure
temperature, acceptable fluctuation in target temperature with description of remedial
actions to be taken if fluctuations occur, and the lower target temperature when the
controlled temperature curing process is terminated, and the heated water is released
from the liner interior. Contractor shall provide written plan for installation crew use
in the event manufacture recommended temperature is not attained in a portion of the
liner.
11. Certification showing the Contractor is currently licensed by the appropriate licensor
to perform CIPP installation materials and processes proposed. Certification shall be
given to the City’s Representative before any materials are delivered to the job site.
12. A certified affidavit, signed by an officer of the installation Company, stating, and
certifying that the on-site superintendent has received proper training in the
manufacturer’s recommendations for CIPP liner installation methods and procedures.
13. Proposed method of measuring dimensional size and height of observed defects and an
outline of specific repair or replacement procedures as recommended by the CIPP tube
manufacturer for defects that may occur in the installed liner. Potential defects within
the CIPP liner that cannot be repaired in-place shall be clearly defined by the Contractor
based on the manufacture’s recommendations shall be accompanied by a
compensation-in-lieu of repair proposal submitted to the City for potential
consideration. Acceptance of the proposal shall not be binding on the City.
14. Certification stating CIPP tube has been manufactured in accordance with ASTM
F1216 and resin ASTM D5813 is suitable for its intended use.
15. Manhole connection (liner termination) detail and material proposed to seal any annular
space between the liner and host pipe.
16. Warranty information and certificates.
17. Safety Data Sheets (SDS) for all hazardous chemicals used or expected to be on-site.
At a minimum, sheets for the resin, catalyst, cleaners, and repair agents should be
submitted.
18. Proposed equipment and installation methods for fiber optic cable temperature
monitoring system cable for documenting the wall temperature during cure along the
entire length of the CIPP liner being installed. Contractor shall provide intended backup
method(s) for temperature monitoring in the event of fiber optic system failure.
19. Baseline resin spectrograph for resin material proposed.
20. 24-hour written notification of cure water release (if applicable).
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 6
December 22, 2023
21. Remote visual inspection video and reports as specified in paragraph 3.01 (D).
1.06
INSTALLED CIPP LINER QUALITY CONTROL
A. AFFIDAVIT OF SAMPLE AUTHENTICITY
A certified affidavit, signed by an officer of the installation company, shall be provided
stating that the samples collected, and the samples submitted to the laboratory for
testing are the same and apply to the location intended.
B. LABORATORY TEST SAMPLE
1. The Contractor shall prepare samples of the CIPP liner installed as part of this
project for subsequent testing of its physical properties. Previous test data will not
be acceptable. Samples shall be prepared and tested using the flat plate sampling or
clamped mold method in accordance with the procedures of ASTM F1216. The
sample will be constructed of the same materials (tube and resin/catalyst) as is used
for that given liner installation held in place by a suitable heat sink. The flat plate
or molded sample shall be large enough to provide five (5) sample specimens each.
The Contractor shall prepare a redundant sample for potential use in the event
primary test samples are lost or damaged during transport. Redundant samples shall
be labeled, initialed, and dated by the City’s Representative, protected, and retained
by the Contractor until such time as acceptable liner test results are received by the
City’s Representative. The Contractor shall inform the City’s Representative in the
event redundant samples are to be sent to the testing laboratory. The City’s
Representative shall verify redundant samples identification prior to shipment.
Contractor shall obtain authorization from the City’s Representative prior to
disposal of redundant samples.
2. The cured sample shall be sent to and tested by an independent testing laboratory,
as recommended by the CIPP liner manufacturer, and approved by the City’s
Representative. The CIPP liner samples taken shall be sent to an independent
laboratory within three (3) days of collection. The samples are to be signed by the
City’s Representative and accompanied by a completed Chain of Custody form.
Results of laboratory testing shall be submitted directly to the City’s Representative
within three (3) working days of receipt by the Contractor.
Final payment for the CIPP liner installation will not be made until the test results
are received and approved by the City’s Representative. The Contractor shall be
responsible for any deviation from the specified physical properties and those
evaluated through testing. Failure to meet the specified physical properties will
result in the CIPP liner being considered defective work which will be handled in
accordance with MAG Section 106. The Contractor shall be responsible for all costs
associated with the testing of the liner’s physical properties.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 7
December 22, 2023
3. Samples taken for testing shall be individually labeled and logged to record the
following:
a. City name.
b. City’s project number and project title.
c. Unique sample number.
d. Pipe segment number as noted on Drawings or Pipe Rehabilitation List.
e. Date and time sample was taken.
f. Name of Contractor.
g. Date, location, and name of person by whom the sample was taken.
Updated copies of the test log shall be submitted to the City’s Representative at the
regularly scheduled coordination meeting.
4. TEST SAMPE FREQUENCY:
The above-stated sampling shall be performed for each manufacturing lot of CIPP
liner materials (per diameter size).
a. A sample shall be taken every 3,000 lineal feet or one semi-trailer load of liner
whichever is less. The City’s Representative reserves the right to request the
Contractor to perform one (1) additional sample test for every 3,000 lineal feet
or one semi-trailer load of liner whichever is less.
b. If felt liner is saturated with resin on-site, sampling frequency shall be per each
pipe segment rehabilitated. The City’s Representative reserves the right to
request the Contractor to perform one (1) additional sample test per pipe
segment installed.
5. GROUNDS FOR INSTALLED LINER REJECTION:
Grounds for rejection of installed CIPP liner include, but not limited to the
following:
a. CIPP sample sent to a laboratory that is missing the City’s Representative
signature.
b. CIPP samples missing the Chain of Custody form.
c. Chain of Custody form missing information or signatures of all those who
handled or processed the sample, including the signature of the laboratory
Manager responsible for performing the quality control testing.
d. Laboratory test result(s) do not meet minimum Technical Specification
requirements.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 8
December 22, 2023
C. SAMPLE LABELING
Each liner tube sample shall be labeled with: Contractor Name, Date, Project Name,
City’s Unique Pipe Identification Number, Host Pipe Diameter. Documentation shall
also include the following:
1. Liner manufacturer’s name.
2. Location of the liner manufacturer.
3. Felt supplier.
4. Resin supplier.
5. Resin identification number.
6. Resin weight – lbs/ft.
7. Manufactured liner length both resin saturated felt “wet” and dry felt “dry”.
8. Liner thickness.
9. Liner diameter.
10. Date of resin saturated into felt liner.
11. Unique identification number of liner.
1.07
CIPP LINER HANDLING:
The Contractor shall exercise adequate care during transportation, handling, and
installation to ensure the CIPP material is not torn, cut, or otherwise damaged. If any part
or parts of the CIPP material becomes torn, cut or otherwise damaged before or during
insertion, it shall be repaired or replaced in accordance with the manufacturer’s
recommendations and approval by the City’s Representative before proceeding further, and
at the Contractor's expense.
1.08
WARRANTY
The work performed under this Project shall be warranted to be free from defects in
workmanship and material for a period of one (1) year from the date of Final Acceptance
by
the
City.
If
the
City
or
City’s
Representative
determines
that
the
process/material/installation has failed during the warranty period, the Contractor shall
perform any and all repairs, including ancillary costs associated with performing the repair
at no additional cost to the City.
The warranty period of any part of the Work repaired or replaced under the provisions of
the warranty shall be extended for one (1) additional year.
1.09
LINER MANUFACTURE INSPECTION
The Contractor /manufacturer of CIPP liner shall allow access to either the on-site or
remote liner wet-out facility to observe the manufacturing/saturation process of the CIPP
liner by the City and/or the City’s Representative(s). The City’s Representative, while not
acting as quality control agent for the Contractor, shall be allowed to view and document
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 9
December 22, 2023
any portion of this contract work, including but not limited to verifying type and quantities
of resin used at any point during manufacturing/installation or performance of this work.
PART 2 - PRODUCTS
2.01
GENERAL
A. All materials and installation procedures provided by the Contractor for use in the CIPP
installation process shall be equal to or exceed the requirements of ASTM F1216, and
ASTM D2990.
B. The Contractor shall be responsible for control of all material and process variables to
provide a finished CIPP possessing the minimum properties specified in ASTM F1216
and ASTM 5813 and/or supplemented herein.
2.02
COMPONENT PROPERTIES
A. MATERIAL
a. FELT CARRIER MATERIAL
1. The liner tube carrier material shall consist of one or more layers of flexible
needled felt or an equivalent non-woven and/or woven material meeting ASTM
1216 Section 5 or ASTM F1743 Section 5.2.1 and capable of carrying resin,
withstanding installation pressures, and curing temperatures, and is compatible
with the resin system used. The carrier material shall be fabricated to a size
that, when installed, will be tight fitting to the internal circumference of the
existing sanitary sewer host main. Allowances shall be made for circumferential
stretching due to host pipe manufacturing tolerances and/or extent of
deterioration of existing pipe walls.
2. The minimum material length shall be that deemed necessary by the Contractor
to span the distance effectively and continuously from the inlet interior wall
face to the outlet interior wall face of the respective manholes, unless otherwise
specified. The Contractor shall verify the lengths in the field before felt liner
saturation and installation of the CIPP tube. Individual insertion runs may be
made over one or more manhole sections as determined in the field by the
Contractor and approved by the City’s Representative.
3. Prior to insertion, the carrier material shall be free of all visible tears, holes,
cuts, foreign materials, and other defects.
4. The Contractor shall provide manufacturer’s data on the maximum allowable
stresses and allowable elongation of the carrier material. Insertion forces
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 10
December 22, 2023
imposed shall not exceed the allowable stress of the material. The overall
elongation of the CIPP tube shall be measured after pull-in completion.
B. RESIN
The resin system to be used shall be manufactured by an approved company selected
by the CIPP system manufacturer. Only corrosion resistant polyester or vinyl ester
resins shall be used.
The resin used shall produce a properly cured-in-place pipe system appropriate for
conditions encountered, which will be resistant to abrasion caused by solids, grit, and/or
sand. The cured-in-place pipe system shall also be resistant to corrosion due to acids
and gases such as sulfuric acid, carbonic acid, hydrogen sulfide, methane, and carbon
monoxide. The cured-in-place pipe system utilized shall withstand the corrosive effect
of the existing residential, commercial, and industrial effluents, liquids and/or gases.
The physical properties stated in paragraph 2.03 apply to CIPP manufactured polyester
or vinyl ester resin. Resin shall be tinted for visibility and provide positive indication
of adequate liner wet-out. The Contractor shall not change resin manufacturer or type
without written approval obtained from the City’s Representative. Written request shall
be accompanied by manufacturer’s documentation per Technical Specification Section
01300 – SUBMITTALS for approval prior to use.
C. CIPP LINER TUBE
1. The CIPP tube shall be comprised of a carrier material, resin, and polyurethane,
polyethylene, or polypropylene coating(s) on its interior surface to protect the resin
from contaminate intrusion or loss of resin through migration. Any temporary
interior resin containment coatings or films shall be removed following CIPP tube
installation but prior to lateral seal installation (if present) at no additional cost to
the City.
2. The liner tube shall be fabricated to a diameter size that when installed will fit
tightly into the internal circumference of the existing sanitary sewer main without
any annular space between liner and walls of host pipe. Allowances shall be made
in the CIPP tube diameter sizing to allow for potential circumferential stretching
due to host pipe manufacture tolerances and/or deterioration of the host pipe walls.
3. The minimum liner tube length shall be that deemed necessary by the Contractor to
span the distance effectively and continuously from the inlet to the outlet of the
respective manholes, unless otherwise specified. The Contractor shall verify the
lengths in the field before impregnation and installation of the CIPP tube. Individual
insertion runs may be made over one or more manhole sections as determined by
the Contractor.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 11
December 22, 2023
4. The Contractor shall measure the overall elongation of the CIPP tube after
installation completion and report to the City’s Representative immediately
following insertion. Summary of CIPP tube elongation shall be submitted per
Technical Specification Section 01300 – SUBMITTALS.
5. Prior to insertion, the CIPP liner tube shall be free of all visible tears, holes, cuts,
foreign materials, and other defects. The Contractor shall perform necessary repairs
according to CIPP tube manufacturer recommendations or replace the tube in its
entirety at no additional cost to the City.
6. Contractor shall submit according to Technical Specification Section 01300 –
SUBMITTALS, the recommended step “cure” temperatures and hours at each
stages including maximum rate (degrees per hour) of liner heating/cooling, target
temperature, duration of target cure temperature, acceptable fluctuation in target
temperature with description of remedial actions to be taken if fluctuations occur,
and target temperature when the controlled temperature curing process is
terminated and heated water or air is released from the liner interior.
D. CIPP TUBE DIMENSIONS
1. The Contractor shall make allowances in determining the felt tube length and
circumference for stretching during installation and shrinkage during curing. The
Contractor shall verify the lengths in the field before the felt tube is cut and
saturated. Individual installation runs may include one or more manhole-to-
manhole sections as approved by the City’s Representative.
2. The Contractor shall determine the length of any dry tube, if any, that may be
necessary for the installation process proposed. City shall not entertain payment
for excess CIPP length, including dry tube not saturated with resin.
3. The diameter of the host pipe may be larger than the nominal inside diameter due
to corrosion of the existing host pipe. It is the Contractor’s responsibility to field
measure the diameter of existing host pipe and determine the required diameter of
the CIPP tube to produce a close-fit lining.
4. “Minimum Design” thickness shall be the CIPP calculated thickness in accordance
with ASTM F1216 and D5813 for Type II fully deteriorated design loading,
rounded to the next manufacturer’s standard incremental thickness above the
minimum calculated design thickness. Calculations of liner thickness shall be
submitted to the City’s Representative according to Technical Specification Section
01300 – SUBMITTALS prior to installation.
Unless otherwise specified to provide for excess resin migration, the gap thickness
of the wetting out equipment shall be sized to allow an excess of 5 to 10 percent (5-
10%) resin to pass during saturation. The measurement of liner thickness, installed
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 12
December 22, 2023
and cured, shall be determined at a minimum of three (3) locations cut from a CIPP
restrained liner sample, minus the thickness of any plastic coatings or CIPP layers
not included in the structural design of the CIPP, using a method of measurement
accurate to the nearest 0.005-mm.
5. The nominal wall thickness shall be at least the final design thickness, or the
minimum specified, and may be up to fifteen percent (15%) greater except at the
locations where the felt layers overlap, in which case it may be in excess of this
value.
2.03
CHEMICAL RESISTANCE
The chemical resistance of the actual resin system used by the Contractor shall be tested
by the resin manufacturer in accordance with ASTM F1216, D543, or C581 as applicable.
Exposure to the chemical solutions listed below shall result in a loss of not more than 20
percent of the initial physical properties when tested in accordance with ASTM C581 when
subjected to the following solutions:
Chemical
Solution
Concentration (%)
Tap Water (pH 6-9)
100
Nitric Acid
5
Phosphoric Acid
10
Sulfuric Acid
10
Gasoline
100
Vegetable Oil
100
Detergent
0.1
Soap
0.1
The Contractor shall be responsible for all costs associated with the chemical resistance
tests. Proof of meeting these requirements shall be provided to the City’s Representative
for approval at least seven (7) days prior to commencement of work.
2.04
FINISHED AND CURED CIPP LINER PROPERTIES
The physical properties of the cured CIPP shall have minimum initial test values as given
in Table 1 of ASTM F1216 for resin impregnated felt tube and Table 1 of ASTM F2019
for resin impregnated GRP tube and supplemented below in Table 1. Properties for these
or any other enhanced resins shall be substantiated with test data.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 13
December 22, 2023
Table 1: CIPP Liner Properties
Resin Saturated Felt Tube
Test Property
Test Value
Test Method
Flexural strength
4,500 psi
ASTM D790
Flexural modulus
250,000 psi
ASTM D790
50-year flexural creep modulus
150,000 psi
ASTM D2990
2.05
DESIGN CRITERIA
A. The liner thickness shall be designed in accordance with the procedures of ASTM
F1216, Appendix XI, ASTM D2990 and these Technical Specifications. All material
properties used in design calculations shall be long-term (time-corrected) values. The
Contractor shall familiarize itself with site conditions when preparing liner design.
B. The Contractor shall calculate the required minimum CIPP liner thickness for each
pipe based on Section 2.02 (D) (4) of these Technical Specifications.
C. The following parameters shall be assumed for the liner design:
1. Modulus of soil reaction, E's = 1,000 psi (fully deteriorated).
2. Unit weight of soil = 140 pcf.
3. The minimum ovality shall be 2.0 percent.
4. AASHTO HS-20 Traffic loads.
5. Safety Factor = 2.0.
6. Actual invert depth.
2.06
PAYMENT PENALTY / REDUCTION
A penalty will be assessed by the City to the Contractor for payment on all installed CIPP
liners that do not meet or exceed the minimum CIPP wall thickness requirements as stated
in Technical Specification Section 02148 - paragraph 2.02.D(4). Payment to the Contractor
will be reduced on Contractor’s unit price per foot payment for the total length of CIPP
liner installed as measured from center of upstream manhole to center of downstream
manhole. Payment/reduction shall be based on the following Table 2 – Payment Penalty /
Reduction:
TABLE 2 - PAYMENT PENALTY / REDUCTION
Payment Penalty
(see note 1)
Installed Dry Cured Liner Thickness Below
Minimum Design (mm)
0%
0% up to and including 5%
10%
Greater than 5% up to and including10%
20%
Greater than 10% up to and including 20%
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 14
December 22, 2023
Rejected
Greater than 20%
Note 1 – Reduction in payment assessed in Contractor’s pay request to City
2.07
HYDROPHILIC GASKET SEAL AT CIPP TERMINATION
The Contractor shall provide hydrophilic gasket seal at the CIPP liner terminations per
ASTM F3240. The gasket seal shall produce a watertight seal between the host pipe and
liner pipe at the manhole connection.
2.08
CURE TEMPERATURE MONITORING
The Contractor shall provide equipment and fiber optic cable for monitoring the CIPP liner
wall temperature during cure along the entire length being installed. Sensor technology
shall be manufactured by Vortex Technology Group LLC of Houston, Texas or approved
equal.
Failure to submit temperature cure logs shall be grounds for rejection of installed liner.
PART 3 - EXECUTION
3.01
PREPARATORY PROCEDURES
A. SET-UP
Prior to CIPP installation, all necessary traffic control measures shall be put into place
in accordance with the City of Chandler Technical Design Manual #7 – Traffic
Barricade Design and the project General Conditions.
B. SEWER CLEANING
Prior to CIPP tube installation, the Contractor shall clean the existing sewer in
accordance with Technical Specification Section 02146 – SEWER PIPE AND SEWER
STRUCTURE CLEANING. The Contractor shall clear the existing sewer of
obstructions such as solids, any existing detached liner (if present), or collapsed/offset
pipe that will prevent or hinder CIPP liner installation. The Contractor shall utilize
techniques customized to the size and pipe configuration such as, but not limited to
man entry and/or a high-pressure water spinning nozzle to ensure that the host pipe is
free from any residual sediment, fats-oils-grease (FOG), or accumulated debris prior to
CIPP lining. A time lapse no greater than 30 calendar days shall be allowed between
initial host pipe cleaning and liner installation.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 15
December 22, 2023
C. SEWER BYPASSING AND DEWATERING
The Contractor shall be responsible for bypassing flow around their work and
dewatering sewer lines in accordance with the requirements of Technical Specification
Section 02145 – DIVERSION OF SEWAGE FLOW AND DEWATERING.
D. INTERIOR PIPE VERIFICATION
The interior of the sewer shall be inspected in accordance with Technical Specification
Section 02147 – REMOTE CCTV INSPECTION OF EXISTING AND
REHABILITATED SEWERS, or other means proposed by the Contractor to determine
the location of conditions, which may prevent proper installation of CIPP. The
Contractor shall furnish the cleaning CCTV and report to the City’s Representative for
host pipe segments that the Contractor determines existing conditions may impact the
final operation of the lined pipe, either grade or condition.
E. OFFSET PIPE GRADE
The Contractor shall bring to the attention of the City’s Representative any offset in
pipe grade that is greater than five percent (5%) of the internal diameter for
authorization to install CIPP liner. Installation of CIPP tube prior to obtaining
authorization shall be grounds for CIPP liner rejection and non-payment.
F. DEFECTIVE LINING REMOVAL/VOID REPAIR
The Contractor shall remove all deteriorated concrete and/or hanging, loose, or
otherwise defective lining/coatings that were previously installed but have failed and
that would adversely impact the profile of the CIPP liner. Once deteriorated materials
are removed, Contractor shall repair host pipe interior profile back to original
dimensions with approved material(s) prior to CIPP tube installation. The Contractor
shall bring to the City’s attention area for potential repair where evidence of structural
strength deterioration has occurred, or voids are observed behind the existing host pipe
wall.
G. CIPP LINER DIAMETER VERIFICATION
The internal diameter of the existing host pipe may be larger (or smaller) than their
nominal size. It is the Contractor's responsibility to measure the actual inside diameter
of the sewer to determine the appropriate size of CIPP liner to use.
H. PRE-CONSTRUCTON SITE CONDITION DOCUMENTATION
Contractor shall take pre-construction videos of work areas according to Technical
Specification Section 001380 – PHOTOGRAPHS AND VIDEO RECORDING before
beginning work. It shall be the responsibility of the Contractor to review the video and
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 16
December 22, 2023
bring it to the attention of the City’s Representative any site conditions that are not
conducive to the linear system installation or its operations proposed. Once the
Contractor has reviewed the video and accepted the existing on-site conditions, it shall
be the responsibility of the Contractor to complete the work as proposed.
3.02
INSTALLATION METHODS
A. GENERAL
This section is intended to provide the Contractor with general guidance on the methods
to be used to rehabilitate sewer pipe using the CIPP liner installation method. Nothing
contained herein shall relieve the Contractor from completing the pipe rehabilitation in
the most feasible, efficient, and safe manner.
The Contractor shall designate the location where the CIPP felt tube would be saturated
with resin ("wet-out"). Locations shall be subject to approval by the City’s
Representative and applicable local agencies. The Contractor shall allow the City
and/or City’s Representative to inspect the materials and "wet-out" procedure.
If the “wet-out” location is not at the project site, the saturated CIPP tube shall be
transported to the work site under controlled environmental conditions. Transport
vehicles shall include a tamper resistant, sealed temperature-recording device which
always records the temperature of the CIPP tube after leaving the wet-out site. The
Contractor shall decide when to transport the impregnated CIPP tube to the site and
when to commence insertion with respect to weather conditions.
The Contractor shall conduct operations in accordance with applicable OSHA
standards, including but not limited to those safety requirements involving work on an
elevated platform and entry into a confined space. Make suitable precautions to
eliminate hazards to personnel near construction activities when pressurized air or hot
water is being used.
The Contractor is responsible for obtaining construction / fire hydrant meters, if
necessary, and for paying all applicable deposit fees and water usage fees.
B. PRE-INSTALLATION
Prior to installation of the liner, the following activities are required to be completed:
1. Receipt and approval of pre-installation submittals by the City’s Representative.
2. Verification of pipe condition and any obstructions by video inspection.
3. Verification of existing laterals and location of services by flowing water, dye test,
or visually with a pan and tilt head camera or other means.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 17
December 22, 2023
4. Cleaning of sewer main (recorded on video).
5. Perform required point repairs at pipe locations that would prevent or hinder proper
CIPP liner. The Contractor shall obtain approval for any point repairs from the
City’s Representative prior to proceeding with the liner installation. The Contractor
assumes all responsibility for CIPP tube quality and finished pipe grade once
installation begins if prior written notification is not received and acknowledged by
the City’s Representative.
The Contractor is to ensure CIPP tube is free of all visible tears, holes, cuts, foreign
materials, and other defects.
C. HANDLING
The Contractor shall exercise adequate care during transportation, handling, and
installation to ensure the CIPP tube material(s) are not torn, cut, or otherwise damaged.
If any part or parts of the CIPP material becomes torn, cut or otherwise damaged before
or during insertion, it shall be repaired or replaced in accordance with the
manufacturer’s recommendations and approval by the City’s Representative before
proceeding further, and at the Contractor's expense.
D. INSTALLATION PROCESS
No CIPP installations will be undertaken in weather conditions that could jeopardize
the installation of the CIPP or be detrimental to the long-term performance of the CIPP.
The liner will be installed by the inversion tube method as follows.
1. INVERSION METHOD: The CIPP tube shall be saturated with a viscous
thermosetting resin and lowered into the insertion pit through an inversion tube.
The inversion tube will then be inverted into the existing pipe by the hydraulic
weight of a column of water or by air pressure or by a combination of a static head
of water and air pressure which will invert and push the tube through the existing
sewer pipe inside out, while pressing the resin impregnated side of the CIPP tube
firmly against the inside walls of the existing host pipe. The smooth coated side of
the CIPP tube shall become the new interior surface of the sewer pipe following
inversion. The maximum inversion installation rate shall be thirty (30) feet per
minute or as recommended by the CIPP tube manufacturer whichever is less. After
the CIPP tube is inverted through the pipe section, the Contractor shall cure the tube
by heating the water by circulating it through a boiler, where the hot water will
cause the resin to chemically react and harden or by introducing steam or a
combination of compressed air and steam to initiate the hardening cure process.
E. CURING
The curing process shall be per ASTM F1216 or similar approach recommended by the
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 18
December 22, 2023
manufacturer and approved by the City’s Representative, to ensure that the liner design
physical properties are attained.
a. The Cure temperature shall be monitored exterior to the liner utilizing
thermocouple sensors along with fiber optic temperature monitoring system.
Circulation cure water shall be cooled down to at least 100 degrees F before
releasing the hydrostatic head into the existing collection system further than
one (1) mile upstream of the water reclamation facility.
b. Cure water temperature shall be cooled to 95 degrees F if the hydrostatic head
water is to be release withing one (1) mile upstream of the water reclamation
facility unless prior authorization and/or alternative arrangements are obtained
from the City.
Contractor shall be responsible for notification and obtaining written authorization
from the City operating the downstream wastewater treatment facility prior to release
heated water into the sewer system. The Contractor shall be responsible for all damages
and pay all compliance fines imposed onto the City by State Regulatory Agencies for
treatment processes impacted by the release of heated water into the facility.
The rate of temperature rise and fall during heating and cooling shall not exceed two
(2) degrees F per minute or manufacturer’s recommendation, whichever is slower.
Contractor shall submit per Technical Specification Section 01300 – SUBMITTALS
the manufacturer recommendation for temperature control requirements during heat–
up, cure, recommended cure temperature, and length of time maintained at
recommended cure temperature, and maximum rate of cool down of temperature, and
temperature when heated water can be safely released from the tube without
detrimental CIPP tube shrinkage occurring.
F. CURE TEMPERATURE MONITORING
The Contractor shall monitor the temperature of the CIPP liner wall to verify and
document manufacturer recommended curing temperature has been achieved for pipe
15-inches in diameter and larger. A temperature monitoring system shall be placed
between the host pipe and the liner in the bottom of the host pipe (invert) to record the
heating and cooling that takes place on the outside of the liner.
Prior to installing the CIPP liner in the host pipe, the temperature monitoring system’s
function shall be confirmed by hooking it up to the computer and seeing that the sensors
are reporting ambient temperatures. No more than two (2) sensors in sequence can be
found faulty during this test. If three (3) or more sensors in sequence are discovered
faulty, a new sensor array shall be pulled into the host pipe replacing the previously
installed array; and the new array shall be again tested for its proper function.
The Contractor shall install and monitor temperature during the curing process with
system/equipment as follows:
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 19
December 22, 2023
1. CIPP Liner in Pipe 15-inch Diameter and Larger: Fiber optic cable along the entire
length of CIPP liner in addition to point temperature sensors installed at the
upstream, downstream, and intermediate (if present) access manholes. The
monitoring shall be by a computer which can record the temperatures at this
interface throughout the processing of the CIPP utilizing a tamper-proof database.
Prior to installing the CIPP liner in the host pipe, the temperature monitoring
system’s function shall be confirmed by hooking it up to the computer and seeing
that the sensors are reporting ambient temperatures. No more than two (2) sensors
in sequence can be found faulty during this test. If three (3) or more sensors in
sequence are discovered faulty, a new sensor array shall be pulled into the host pipe
replacing the previously installed array; and the new array shall be again tested for
its proper function.
As a secondary backup of liner cure temperature, the Contractor shall monitor the
temperature of the CIPP tube wall to verify manufacturer recommended curing
temperature have been achieved. Temperature sensors shall be placed at the upstream
and downstream ends of the reach being lined to monitor the pressurized liner (air or
water) temperature during the curing process. Temperature sensors shall be placed
between the host pipe and the CIPP tube in the bottom of the host pipe (invert) to record
the heating and cooling that takes place on the outside of the CIPP tube. Additionally,
sensors shall be strategically placed at points where a significant heat sink is likely to
be anticipated. The temperatures at these interfaces shall be monitored by the
Contractor throughout the curing of the CIPP tube.
G. REINSTATEMENT OF LATERAL CONNECTIONS
(Not used)
H. REINSTATEMENT OF DROP SEWER CONNECTIONS
(Not Used)
I. RELEASE OF CIPP CURE WATER
The Contractor shall provide 24-hour written notification to the City when CIPP
installation work occurs within one (1) mile of any downstream treatment facility for
pipes 24-inches in diameter and larger, prior to the release hot water into the sanitary
sewer system. City reserves the right, but not limited to, requesting the Contractor to
restrict the rate of release of hot water into the waste stream so that elevated waste
stream temperature do not detrimentally impact any biological treatment process or
equipment.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 20
December 22, 2023
3.03
FINISHED PRODUCT
A. FINISH
The finished CIPP shall be continuous over the entire length of an installation run. The
Contractor shall be responsible for control of all material and process variables to
provide a finished CIPP possessing the minimum properties specified in ASTM F1216
and supplemented herein.
1. Defects such as foreign inclusions, dry spots, pinholes, delamination, seam
separation and wrinkling beyond the allowances stated in Technical Specification
paragraphs 3.03A.2 and 3.03A.4, or as determined by the City’s Representative as
affecting the integrity or strength of the CIPP, or as adversely affecting the
hydraulic capacity of the CIPP, shall be repaired, or replaced at the Contractor's
expense.
2. Wrinkles in the finished liner pipe which cause a backwater of one (1) inch or more
or reduce the hydraulic capacity of the pipe (wrinkles which exceed five (5) percent
of the pipe diameter) are unacceptable and shall be removed or repaired by the
Contractor at no additional cost to the City. Wrinkles in the finished liner pipe that
reduce the structural stability of the pipe are unacceptable. If a void between the
wrinkle and the pipe exists, the Contractor shall repair or replace that section of the
pipe at no additional cost to the City. Methods of repair shall be proposed by the
Contractor and submitted to the City’s Representative for review.
3. Bumps or wrinkles shall be removed within ten (10) feet of a manhole insertion
and/or termination end to produce a smooth wall surface which allows for a proper
seal if a flow control plug installation is necessary in the future.
4. Separations of liner seams in the finished liner pipe are unacceptable and shall be
removed or repaired by the Contractor at no additional cost to the City. If a
separation of a liner seam exists, the Contractor shall repair or replace that section
of the CIPP tube at no additional cost to the City. Methods of repair shall be
proposed by the Contractor and submitted to the City’s Representative for approval.
5. Longitudinal shrinkage of liner beyond the interior face of the manhole wall shall
be repaired. Proposed repair materials and procedures shall be submitted to the
City’s Representative for approval prior to commencement of repairs.
B. MANHOLE CONNECTION
The Contractor shall provide a watertight seal at the sewer connection so that no
leakage of fluids may infiltrate between the liner and the existing sewer
surface/manhole. The cut liner shall have no jagged edges and shall be sanded or
brushed smooth. After the curing of CIPP liner is complete, the liner termination ends
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 21
December 22, 2023
shall be left in the manholes for a minimum of one (1) day to relieve longitudinal forces
created by liner shrinkage.
Contractor shall install Fiber Reinforced Polymer (FRP) coating per Technical
Specification Section 09720 – FIBER REINFORCED POLYMER (FRP) to provide a
durable surface and gas tight seal between the end(s) of the CIPP liner, through the
manhole trough, and up the throat section of the manhole base (if present) and connect
into the barrel section of the access manhole per the details in Design Drawings.
C. VEHICULAR ACCESS
All hoses/pipes used for introducing water, air, and/or steam shall be ramped during
the inversion and curing process to allow for the ease of vehicular and pedestrian traffic.
D. HOSE IDENTIFICATION
All hoses/pipes shall be color-coded for identification to prevent the use of hoses/pipes
used for water conveyance are not used for wastewater conveyance or visa-versa. Any
hose connected to a public water supply shall be at the discretion of the City and be
equipped with an approved backflow prevention device.
E. INSPECTION
The Contractor shall inspect the CIPP after installation. The inspection will be
performed and recorded using remote visual television inspection equipment in
accordance with Technical Specification Section 02147 – REMOTE CCTV
INSPECTION OF EXISTING AND REHABILITATED SEWERS. If defects exist
within the liner, the Contractor shall repair or replace that section of liner at no
additional cost to the City. Methods of repair shall be proposed by the Contractor and
submitted to the City’s Representative for review and approval prior to initiating repair
work. City Representative shall be notified a minimum of 24 hours prior to performing
repair work.
The Contractor shall resubmit a final video showing a post inspection after the liner
issues have been addressed and approved.
F. FIELD TESTING
1. Sampling and testing of materials: ASTM Standards
2. CIPP Testing: ASTM F1216
3. Furnish two (2) samples of liner cut from cured liner in host pipe at manholes or at
termination points or flat plate test samples.
G. ACCEPTANCE
1. Inspect CIPP tube by CCTV inspection per Technical Specification Section 02147
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
02148 - 22
December 22, 2023
– REMOTE CCTV OF EXISTING AND REHABILITATED SEWERS
2. Visual inspection - Infiltration: NONE
3. Defects: If City’s Representative deems the following:
a. Repairable - repair defect per Paragraph 3.03 (A).
b. Not Repairable - remove and replace the CIPP tube at no additional cost
to the City.
3.04
CLEANUP
Following inspection, the Contractor shall clean up the entire project area. The Contractor
shall dispose of all excess material and debris not incorporated into the permanent
installation off site.
3.05
WARRANTY
The Contractor shall CCTV per Technical Specification Section 02147 – REMOTE CCTV
OF EXISTING AND REHABILITATED SEWERS rehabilitated one (1) year following
final completion. A copy of the CCTV video records shall be submitted to the City
according to Technical Specification Section 01300 – SUBMITTALS. Procedures for
repair of liner defects identified shall be submitted to the City for approval prior to
authorization to proceed. CCTV video investigation and repair of defects shall be at no
additional cost to the City.
** END OF SECTION **
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
______________________________________________________
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 1
December 22, 2023
PART 1 – GENERAL
1.01
DESCRIPTION
This Technical Specification is intended to provide guidelines and performance
requirements for the rehabilitation of structures and gravity sewers using internally and
externally bonded fiber reinforced polymer (FRP) composite systems. The rehabilitation
system described herein shall include a carbon fiber reinforced polymer (CFRP) and/or
glass fiber reinforced polymer (GFRP) as the main reinforcement system. The FRP can
also include layers of other materials to increase stiffness of the FRP composite system in
a cost-effective manner. The latter may be proprietary to the FRP material supplier. Any
materials used for the FRP system shall be subject to the approval of the Engineer.
A. SCOPE:
The work includes furnishing of all materials, labor, equipment, and services for the
supply, installation, and finish of structural strengthening and/or rehabilitation using a
FRP system.
The Contractor shall be licensed in the State of Arizona and shall include all
engineering, labor, materials, tools, equipment, appliances, and services required to
design, deliver, furnish all items necessary for the proper execution and completion of
the work as shown in the Contract Documents, as specified herein and/or as required
by job conditions. A detailed design of the FRP system for the specific site conditions
shall be included with the installation of the FRP system by the FRP installer selected
by the Contractor. All items not shown or specified, but which are necessary for the
proper execution and completion of the Work, shall be provided by the Contractor.
The extent of the FRP composite system applied to shall be as defined herein and as
shown on the Design Drawings.
The Contractor shall cooperate and coordinate with all other trades in executing the
work described in the Contract Documents.
The Contractor shall deliver finished product(s) including all materials, labor,
equipment, and services necessary for product installation, all quality controls and
material samples required for performance tests, final inspection, and warranty work,
all as specified in these Contract Documents and at the quantities of each component
to complete the work.
The prices submitted by the Contractor shall include all costs of permits, labor,
equipment, and materials for the various bid items necessary for rehabilitation materials
and processes in accordance with these Technical Specifications complete and in place,
including all items of work not specifically mentioned herein which are required to
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 2
December 22, 2023
make the product perform as intended. All Contractor costs to deliver the final product
shall be included in the respective lump sum and/or unit price bid items depicted in the
Bid Proposal.
It shall be the responsibility of the Contractor to monitor the weather while work is
being conducted.
1.02
SAFETY REQUIREMENTS:
The Contractor shall conform to all work safety and health requirements of pertinent
regulatory agencies and/or shown in Technical Specification Section 01060 – HEALTH
AND SAFETY and shall secure the site for working conditions in compliance with the
same. The Contractor shall perform existing material testing as required by regulatory
regulation requirements and provide/install/maintain and be responsible such signs and/or
other devices as are necessary for safety at the work site.
Sewers and appurtenant structures are considered confined spaces and are subject to
federal, state, and local regulations governing confined space entry and safety procedures.
The Contractor shall obtain all necessary permits required to enter and work in confined
spaces.
1.03
NOTIFICATION:
It shall be the Contractor's responsibility to notify businesses and the public per Technical
Specification Section 01400 – PUBLIC AWARENESS. The Contractor shall notify all
utility companies involved whenever a utility is to be cut, tapped, moved, or in any way
disturbed from its original placement. Sufficient notice shall be given to the utility
company so that its users can be informed of any disruption of service. Such notice shall
be given no less than 48 hours in advance.
It is the Contractor's responsibility to inform the City of construction activities which may
lead to interruption in pedestrian or vehicular traffic or sewer service. The Contractor shall
provide 72-hour notice prior to construction to verify all applicable residents have been
alerted.
1.04
QUALITY CONTROL
A. REFERENCES:
Reference
Title
ACI—American Concrete Institute
117-90
Specifications for Tolerances for Concrete Construction and
Materials, and Commentary.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 3
December 22, 2023
224.1R-07
Causes, Evaluation, and Repair of Cracks in Concrete
Structures.
224R-01
Control of Cracking in Concrete Structures.
440R-07
State-of-the-Art Report on Fiber Reinforced Plastic
Reinforcement for Concrete Structures.
503R-93
Use of Epoxy Compounds with Concrete.
503.4-R92
Standard Specifications for Repairing Concrete with Epoxy
Mortars.
503.6R-97
Guide for the Application of Epoxy and Latex Adhesives for
Bonding Freshly Mixed and Hardened Concretes.
546R-04
Concrete Repair Guide.
ASTM- American Society for Testing and Materials
D3039
Test Method for Tensile Properties of Polymer Matrix
Composite Materials
D3418
Test Method for Transition Temperatures of Polymers by
Differential Scanning Calorimetry.
D5687
Guide for Preparation of Flat Composite Panels with
Processing Guidelines for Specimen Preparation.
D7565
Standard Test Method for Determining Tensile Properties of
Fiber Reinforced Polymer Matrix Composites Used for
Strengthening of Civil Structures.
D7290
Standard Practice for Evaluating Material Property
Characteristic Values for Polymeric Composites for Civil
Engineering Structural Applications.
D638
Standard Test Method for Tensile Properties of Plastics.
D695
Standard Test Method for Compressive Properties of Rigid
Plastics.
D790
Standard Test Methods for Flexural Properties of
Unreinforced and Reinforced Plastics and Electrical
Insulating Materials.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 4
December 22, 2023
D543
Standard Practices for Evaluating the Resistance of Plastics
to Chemical Reagents.
NACE International
SSPC-SP12 / NACE 5
Surface Preparation and Cleaning of Steel and Other Hard
Materials by High- and Ultra High- Pressure Water Jetting
Prior to Recoating.
SSPC-SP13 / NACE 6
Surface Preparation of Concrete.
ICRI- International Concrete Repair Institute
No. 03732
Selecting and Specifying Concrete Surface Preparation for
Sealers, Coatings, and Polymer Overlays.
No. 03733
Guide for Selecting and Specifying Materials for Repairs of
Concrete Surfaces.
1.05
CERTIFIED INSTALLER
The Contractor must be trained and certified by the FRP material supplier and approved
by the City and City’s Representative for installation of the FRP system. A training
outline for the certification program shall be submitted to the City or City’s
Representative for review. The Contractor shall provide evidence that the on-site
Superintendent responsible for supervision of the FRP installation crew has received the
FRP material supplier's training.
The certified installer of the FRP system shall show experience in the installation of the
proposed rehabilitation method for all jobs within the last five (5) years. Information
provided shall include a description of the job, the location of the job, the value of the
job, the City name, and the City contact person for the job including name, title, address,
and phone number.
The Contractor shall appoint a Quality Assurance Manager who will be on-site full-
time during FRP installation to take full responsibility for the quality of the work. The
Quality Assurance Manager shall be fully certified.
1.06
SURFACE PREPARATION
The Contractor shall perform surface preparation per Technical Specification Section
02146 – SEWER PIPE AND SEWER STRUCTURE CLEANING
1.07
PERFORMANCE WORK STATEMENT (PWS)
A Performance Work Statement (PWS) shall be submitted by the Contractor for the
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 5
December 22, 2023
approval of City and City’s Representative. The PWS shall include submittals consisting
of Design Drawings, sketches, FRP material supplier's literature, catalog descriptions, or
other descriptions in sufficient detail to allow a decision for submittal acceptance.
One (1) electronic copy of submittal(s) shall be provided to the City and City’s
Representative at minimum of thirty (30) days before a submittal response is required.
1.08
SUBMITTALS:
The Contractor shall submit the following information to the City or City’s Representative
in accordance with Technical Specification Section 01300 - SUBMITTALS.
A. Performance work statement (PWS).
B. Certifications of applicator with written consent from the FRP material supplier that
the Contractor has been trained in proper application of FRP material supplier’s
systems.
C. Physical and mechanical properties shall be provided of each proposed FRP system
and other components, including test results conducted per the ASTM standards as
applicable to the project. Physical properties shall, at the minimum include:
a. Laminate density, Laminate Shore D hardness (ASTM D2240).
b. Corrosion resistance (ASTM D543).
c. Fully cured resin water absorption (ASTM D570).
d. Glass transition temperature (ASTM E1640).
e. Fabric ply thickness, resin cure times.
f. Volatile organic compound (VOC) of laminate materials (ASTM D2369).
g. FRP fabric roll dimensions range.
Mechanical properties shall, at the minimum include:
a. Minimum ultimate and characteristic design tensile strength.
b. Elongation percent.
c. Tensile modulus of the laminate in fiber direction (per ASTM D3039.
D7290, respectively).
d. Minimum design laminate thickness per layer.
D. FRP material supplier’s Safety Data Sheets (SDS) for all materials brought on-site.
E. Product Data Sheets (PDS) for the components of the FRP system.
F. Safety Plan in compliance with local, state, and federal requirements.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 6
December 22, 2023
G. Detailed installation plan describing all work items.
H. FRP material supplier test data.
I. FRP system design engineer’s qualifications and the criteria incorporated into the
design. Design calculations submitted shall be sealed by a professional Structural
Engineer registered in the State of Arizona.
J. Product installation procedure.
K. QA/QC plan including field sampling and testing.
L. FRP Design Drawings and Technical Specifications.
M. Documentation of Contractor’s Experience: Contractor shall provide references for
all jobs within the last five (5) years that were either completed or under
construction using the proposed rehabilitation method and materials.
N. Qualifications, certifications / training received of installer including experience on
similar projects.
O. Submit FRP material supplier’s published product and installation literature and
published quality control testing criteria data for the proposed FRP system.
P. Submit independent test report showing that the physical properties of the proposed
materials meet the requirements of these Technical Specifications and will meet or
exceed the physical properties given in the FRP material supplier’s published literature
submitted as required by Part 2 – PRODUCTS.
Q. Submit a report of the proposed installation process and procedures as directed by the
FRP system to be used. The report shall include information specific to the installation
instructions and any unique site condition(s) that must be taken into consideration
including surface preparation, environmental limitations such as humidity, surface
temperature, set times, access coordination, installation timing and identification and
any coordination requirements/requests from the City or City’s Representative.
R. Shop Drawings: The Contractor shall provide shop drawings of proposed materials for
approval prior to ordering. Shop drawings shall depict:
1. All measurements made by the Contractor to verify critical dimensions.
2. Material(s) proposed for construction.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 7
December 22, 2023
3. Critical dimensions, jointing, overlap, and connections, necessity for fasteners, and
anchors with sizes, spacing, and location if proposed, connections, attachments, and
openings.
4. Color(s).
S. Documentation of the control checks for materials used in the fabrications and each
part of the fabrication materials including resin and fabric(s).
T. Warranty: Contractor shall submit warranty documents signed by an officer of the
company and notarized stating the terms and conditions of the warranty identified in
Paragraph 1.12 – WARRANTY.
U. Any item the Contractor proposes to utilize as an "or equal" to that proposed in the
Contract Documents.
1.09
SUBSTITUTIONS
Any item the Contractor proposes to substitute for a specified item as an "or equal" must
be submitted per Technical Specification Section 01300 - SUBMITTALS and approved by
the City or City’s Representative prior to the start of construction activities. Substitutions
or deviations not approved by the City or City’s Representative shall risk rejection and
replacement at no additional cost to the City.
1. For any proposed design change or deviation from these Technical Specifications.
2. For anything in these Technical Specifications found to conflict with applicable codes
and ordinances.
3. For anything not understood by the Contractor.
1.10
QUALITY ASSURANCE/QUALITY CONTROL
A. EXAMINATION: Each component part shall be examined by the Contractor for
dimensional requirements, soundness, and workmanship in accordance with ASTM
C478.
B. COMPOSITION CONTROL: The FRP installer shall control and document the fiber
to resin ratio content for each part of the installation. Documentation of the control
checks shall be maintained by the Contractor and FRP installer. Proper content shall
be shown by fiber to resin ratio usage rate checks, in accordance with the FRP material
supplier’s recommended material composition.
C. TESTING RECORDS: Records of all testing shall be submitted in accordance with
Technical Specification Section 01300 - SUBMITTALS.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 8
December 22, 2023
1.11
INSPECTION POINTS
The Contractor shall keep the City or City’s Representative informed of milestone
progress for the following items:
1. Completion of removal of unsound material and pressure wash cleaning.
2. Completion of leveling/seal material placement and surface preparation prior to FRP
placement.
3. Completion of FRP placement.
4. Completion of FRP protective coating.
1.12
WARRANTY
The Contractor shall replace promptly and at no expense to the City, any materials which
fail during the warranty period. Warranty work shall include all ancillary items including,
but not limited to permits, traffic control, exposure, and flow control and all other work
required to complete the repair/replacement work. Warranty and durations are described
below:
A. Project Warranty: The Contractor shall warrant all materials and workmanship
performed under this contract for a period of one (1) year from the date of formal
acceptance or as stated in the project Contract Documents whichever is longer.
B. Materials Warranty: The FRP system installed shall be free of defects that will affect
the long-term life and operation of the system. The Contractor shall warrant in writing
all materials provided under this contract for a period of five (5) years from the date of
formal acceptance.
C. Design Life: Material(s) shall provide a design life of a minimum of fifty (50) years
against deterioration from H2S corrosion and typical chemicals found in municipal
sanitary sewage.
PART 2 – PRODUCTS
2.01
ACCEPTABLE FRP MATERIAL SUPPLIERS & COMPOSITE STRENGTHENING
SYSTEM
A. General
The Materials for the FRP system must be suitably qualified, compliant with industry
standards and properties provided herein, and supplied by a reputable FRP material
supplier approved by the City or City’s Representative. Before the materials are ordered
or work is performed, the Contractor must identify which materials are proposed to be
utilized and from which FRP material supplier(s) Contractor proposes to obtain the
materials.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 9
December 22, 2023
Quality Control Testing and Certification: FRP material supplier shall certify that all
material(s) provided conforms to the project specification or provide a proposed
substitution per paragraph 1.09. The quality control test results for all proposed
materials shall be submitted per Technical Specification Section 01300 –
SUBMITTALS.
Labeling, packaging, and storage shall include any health hazard warnings, precautions
for handling and recommended first aid procedures in case of contact.
All materials used shall conform to the project Technical Specifications and other
specifications referenced within and subject to the approval of the City or City’s
Representative.
B. Design Loads
The FRP system shall be designed for the following loads as they apply for the specific site
conditions:
1. Earth load (a long-term loading).
2. External pressure from ground water to ground surface elevation.
(a long-term loading).
3. Live load (a short-term loading).
4. Internal working pressure (a long-term loading, where applicable)
5. Water weight (a long-term loading)
6. Host pipe weight (a long-term loading)
7. Wind loads (if applicable)
8. Seismic (if applicable)
2.02
GLASS FABRIC
A. Glass fabric layers may be used with or without carbon fiber, where loading conditions allow.
B. A glass fabric layer shall be used to create a dielectric barrier if the host pipe is conducive to
electricity (steel, iron, etc.). The minimum dielectric constant (κ) shall be 4 (ASTM D150)
for the dielectric barrier. Glass fabric shall have the minimum physical and mechanical
properties shown in the table:
[ remainder of page intentionally left blank ]
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 10
December 22, 2023
Longitudinal (0°) Direction:
Weight (Fabric Only)
20 oz/yd2
(670 g/m2)
27 oz/yd2
(904 g/m2)
26 oz/yd2
(871 g/m2)
Fiber Orientation
Uniaxial
Uniaxial
Biaxial
Tensile Strength
63.7 ksi
(439 MPa)
85.2 ksi
(587 MPa)
54.2 ksi
(374 MPa)
Tensile Modulus
2,940 ksi
(20,270 MPa)
3,980 ksi
(27,440 MPa)
3,217 ksi
(22,180 MPa)
Ultimate Elongation
2.20%
2.30%
2.10%
Breaking Force
2,365 lb./in.
(4,140 N/cm)
3,490 lb./in.
(6,110 N/cm)
2,170 lb./in.
(3,800 N/cm)
Transverse (90°) Direction:
Tensile Strength
N/A
N/A
52.0 ksi
(358 MPa)
Tensile Modulus
N/A
N/A
2,700 ksi
(18,615 MPa)
Ultimate Elongation
N/A
N/A
1.90%
Breaking Force
N/A
N/A
1,560 lb./in.
(138 N/cm)
Ply Thickness
.037 in
N/A
0.040 in.
(1.0 mm)
2.03
CARBON FABRIC
A. The carbon fabric shall be composed of high strength, high modulus carbon fibers. The fabric
shall be black in color and impregnated using two component high strength epoxy or other
approved resin.
B. The fiber sizing and coupling agent shall be compatible with the resin system used to saturate
the fibers. To avoid galvanic corrosion of steel in proximity to carbon fibers, a dielectric
barrier such as glass fiber fabric shall be used to isolate the steel from the FRP laminate.
C. Carbon fabric shall conform to the minimum physical and mechanical properties:
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 11
December 22, 2023
2.04
ALTERNATIVE FABRICS
Alternative fabrics can be used for improved ring stiffness. Such materials can be proprietary and
are subject to approval. Proposed alternative fabrics shall be submitted per Technical
Specification Section 01300 – SUBMITTALS. Although revealing the chemical composition of
alternative systems is at the discretion of the FRP material supplier, the physical and mechanical
properties of such materials and the overall system are subject to the review and approval process.
2.05
SATURATING RESIN – POLYMER
A. Fabrics shall be saturated with a two component, high strength, and low viscosity
structural epoxy or other resin system as listed in Section 2.05 paragraph D. The resin
shall have low viscosity and long pot life, with a fast cure time designed for high
volume saturation of heavy reinforcement fabrics using a saturation machine or hand
tools as per project requirements to saturate the fabric thoroughly and uniformly.
1. The resin system shall be resistant to service environment conditions, including but
not limited to moisture, elevated temperature, and chemicals in the fluid flowing
inside host pipe.
2. The resin system shall not be diluted with any organic solvents such as a thinner.
3. The resin system shall not be used outside of the FRP material supplier's specified
pot life.
Carbon Fabric and Laminate Properties
Dry Fiber Properties
Tensile Strength
400 ksi (2,760 MPa)
Tensile Modulus
25,000 ksi (172,400 MPa)
Ultimate Elongation
1.5%
Density
0.065 lb./in3 (1.8 g/cm3)
Aerial Weight
27.8 oz/yd2 (931 kg/m2)
Laminate Properties
Tensile Strength
135 ksi (930 MPa)
Tensile Modulus
9,000 ksi (62,000 MPa)
Ultimate
Elongation
0.98%
Breaking Force
2,500 lb./in (4,380 N/cm)
Ply Thickness
0.04 in (1.2 mm)
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 12
December 22, 2023
4. The resin system shall not be applied on cold or frozen surfaces.
5. Only moisture tolerant resins shall be allowed to be applied on wet surfaces.
6. The temperature and moisture range for application shall be within the FRP
material supplier's specified values.
B. Primer: For systems requiring a primer, the primer shall have sufficiently low viscosity
to penetrate the concrete substrate and provide an adhesive bond for the thickened resin
applied.
C. Thickened Resin: A thickened resin system, which consists of the saturating resin and
fumed silica (or similar), or the specified tack coat, both supplied by the FRP material
supplier as premixed or mixed at the site according to the FRP material supplier's
recommended procedure, shall be used to provide a smooth surface for the application
of the FRP laminate. The thickened resin system shall be used to fill in surface voids
and even out the concrete substrate. It is permissible to use a thin coat of thickened
epoxy between laminae to enhance adhesion.
Saturating Resins: Saturating resins shall be 100% solids formulation with low odor conforming
to the minimum physical and mechanical properties as shown in the table below.
2.06
OTHER MATERIALS
The Contractor shall provide compatible primer, filler and other materials recommended
by the FRP material supplier as needed for the proper installation of the complete surface
Epoxy Resin Properties
Color – Part “A” is pigmented syrup, Part “B” is amber liquid.
Viscosity Mixed at 770 F (250 C)
1,500 – 1,600 cps
Pot Life at 770 F (250 C)
3 – 4 h (thin film set time)
Cure time (>55 °F)
24 h
Density at 392 ⁰F (200 ⁰C)
Part A: 70.5 lb./ft3 (1.13 kg/L)
Part B: 62.4 lb./ ft3 (1.00 kg/L)
Tensile Strength (ASTM D638)
Tensile Modulus (ASTM D638)
7,150 psi (49 MPa)
289,000 psi (1,992 MPa)
Flexural Strength (ASTM D790)
Flexural Modulus (ASTM D790)
11,140 psi (77 MPa)
252,400 psi (1,740 MPa)
Compressive
Strength
(ASTM
D695)
Compressive Modulus (ASTM D695)
13,000 psi (90 MPa)
350,000 psi (240 MPa)
Water Absorption (% gain) in 24 hours
< 1%
Expansion Coefficient [-37.40 – 40.10 ⁰C]
Expansion Coefficient [1,200 – 2,220 ⁰C]
78 ×10-6 m/m ⁰C
151.8 ×10-6 m/m ⁰C
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 13
December 22, 2023
bonded FRP system. Vinyl ester resins can be used to saturate the FRP fabrics as an
alternative to epoxy as requested per paragraph 1.09 - SUBSTITUTIONS. The vinyl ester
(or epoxy vinyl ester) resins shall have the minimum physical and mechanical properties
as provided in the Table below. It should be noted that use of vinyl ester resins will require
additional safety measures when applied in confined space due to styrene or other monomer
emissions. Cure times of vinyl ester resins vary in a wide range, and if the project requires
faster cure times than those provided by the FRP material supplier in ambient temperature,
then heating of resin during application should be considered commensurate with the FRP
material supplier’s curing schedule.
Sample Epoxy Vinyl Ester Resin Properties Table
Viscosity (ISO 2555)
200 – 250 cps
Gel Time
30 min
Density
62.4 lb./ ft3 (1.00 kg/L)
Tensile Strength (ASTM D638)
Tensile Modulus (ASTM D638)
12,800 psi (88 MPa)
460,000 psi (3.2 GPa)
Flexural Strength (ASTM D790)
Flexural Modulus (ASTM D790)
22,000 psi (153 MPa)
500,000 psi (3.5 GPa)
Compressive Strength (ASTM D695)
17,600 psi (121 MPa)
Water Absorption (% gain) in 24 hours
< 1%
Expansion Coefficient [-37.40 – 40.10 ⁰C]
Expansion Coefficient [1,200 – 2,220 ⁰C]
78 ×10-6 m/m ⁰C
151.8 ×10-6 m/m ⁰C
PART 3 – EXECUTION
3.01
GENERAL PROCEDURES
The design of the FRP reinforcement shall conform to the design provisions given for the
project and applicable standards.
3.02
INSTALLATION BY THE WET LAYUP METHOD
The Contractor may propose installation techniques and design improvements to meet the
project goals and design requirements outlined in the Design Drawings and Technical
Specifications. Such proposed changes shall be submitted as a part of the Performance
Work Statement (PWS) per paragraph 1.07.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 14
December 22, 2023
A. Surface Preparation
The Contractor shall prepare the surface receiving FRP per Technical Specification
Section 02146 – SEWER PIPE AND SEWER STRUCTURE CLEANING including
the following:
1. The Contractor shall expose and inspect the pipe and manholes to be rehabilitated
with the FRP system. Inspection shall verify the existing conditions of the concrete.
All proposed repairs and restoration technique submittals shall be approved prior
to surface preparation.
The Contractor shall examine the existing conditions to identify potential
obstructions and constraints, shall verify dimensions, geometry, and access
locations.
An adhesive bond with adequate strength shall be provided between the first layer
of the FRP system and substrate. Surface preparation shall also promote continuous
intimate contact between the FRP system and substrate by providing a clean, and
smooth surface.
2. Surface Grinding/Blasting: All irregularities, unevenness, and sharp protrusions in
the surface profile shall be ground away to a smooth surface with CSP 3/CSP 2
surface profile for substrate. Disk grinders or other similar devices shall be used to
remove stain, paint, or any other surface substance that may affect the bond. Voids
or depressions with diameters larger than 1 ½ in. or depths greater than 1/8 in.,
when measured from a 12-in. straight edge placed on the surface, shall be filled
according to Section 3.02 paragraphs A.4.
3. Crack Injection: In case of host pipe having deep cracks and fractures to an extent
that it imposes a risk of failure of the substrate during FRP application, these cracks
and fractures shall be filled, and the host pipe shall be pre-strengthened by crack
injection. Where crack injection is necessary, internal, or external cracks at a width
specified by the Engineer shall be filled using pressure injection of epoxy. The FRP
system shall be installed no earlier than 12 hours after crack injection. Any surface
roughness caused by injection shall be removed as per Section 3.02 paragraph A.2.
4. Surface Profiling: After surface grinding, if necessary, any remaining unevenness
in the surface greater than that specified in Section 3.02 paragraph A.2, fins,
protrusions, bug holes, eroded surfaces shall be filled and smoothened over by
using putty made of epoxy resin mortar or polymer cement mortar.
5. Surface Cleaning: Substrate concrete and finished surface of concrete shall be
cleaned prior to application of the FRP system. Cleaning shall remove any dust,
laitance, grease, oil, curing compounds, wax, stains, coatings (as necessary),
surface lubricants, foreign particles, weathered layers, or any other bond-inhibiting
material. If power wash is used, the surface shall be allowed to dry thoroughly
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 15
December 22, 2023
before installing the FRP system. The clean surface shall be protected against
redeposition of any bond-inhibiting materials.
B. Installation
This section specifies general installation procedures for the wet lay-up of the FRP
system composed of FRP laminae. The Contractor shall submit a site-specific
installation procedure in the PWS, which shall, at the minimum, include the following
measures.
1. Environmental Conditions: Environmental conditions for installation shall be
examined before and during installation of the FRP system to ensure conformity to
the Contract Documents and FRP Material Supplier’s recommendations. Primers,
putty, saturating resins, or adhesives shall not be applied on cold, frozen, damp, or
wet surfaces, unless the resin is moisture tolerant. Ambient, concrete, and steel
surface temperatures shall be within 45-95 °F (7-35 °C). Moisture level on all
contact surfaces shall be less than 10 percent at the time of installation of the FRP
system, as evaluated according to ACI 503R-93. Moisture restrictions may be
waived for resins that have been formulated for wet applications. Work areas
identified as confined space require an entry permit in accordance with OSHA
regulations. The Contractor is responsible for the training of all personnel, air
testing, safety equipment and complying with the requirements of OSHA. A
detailed Safety Plan shall be submitted by the Contractor as part of the Technical
Specification Section 01300 – SUBMITTALS.
2. Moisture Vapor Transmission: Application of bonded FRP systems shall not
proceed if any moisture vapor transmission is present. Concrete dryness is
necessary when using elevated temperature cure. Any bubble that develops from
moisture vapor transmission can effectively be injected with the same adhesive
material used for the FRP system following the procedure specified in Section 3.02
paragraph A.3.
3. Applications in Inclement Weather: When inclement weather does not allow
installation of the FRP system, as specified in Section 3.02 paragraph B.1, auxiliary
measures may be employed to correct the conditions. An auxiliary heat source may
be used in cold weather to raise the ambient and concrete surface temperatures to
acceptable levels, as recommended by the FRP material supplier, but not higher
than the glass transition temperature (Tg) of the primer or saturating resin.
Pressurized air, with an effective oil separator, may be used to dry the surface
dampness.
4. Equipment: The Contractor shall provide all necessary equipment in sufficient
quantities and clean operating conditions for continuous uninterrupted FRP system
installation.
5. Mixing of Resin Components: All resin components, including the main agent and
hardener, shall be mixed at the proper temperature using the appropriate weight
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 16
December 22, 2023
ratio and for a duration specified by the FRP material supplier until thorough
mixing with uniform color and consistency is achieved. The resins shall not be
diluted with any organic solvents such as a thinner. Electrically powered mixing
blades can be used for mixing. Resin shall be mixed in quantities sufficiently small
to ensure that it can be used within its pot life. Any mixed resin that exceeds its pot
life or begins to generate heat or shows signs of increased viscosity shall not be
used and shall be disposed of according to the SDS. The mixing of some resins may
be accompanied by noxious fumes. Precautions must be taken regarding the resin’s
impact on the environment, including emission of volatile organic compounds. If
flammable resins are used, explosion proof electrical motors or air driven motors
shall be used for mixing.
6. Primer and Putty: When necessary, apply one (1) or two (2) coats of primer on the
substrate surface to penetrate its open pores. Putty, if used, shall be applied as soon
as the primer becomes tack free or is not sticky to the fingers. Putty shall be applied
within seven (7) days after primer application; otherwise, the primer- coated surface
shall be roughened with sandpaper or a similar tool. The resulting surface shall be
cleaned according to Section 3.02 paragraph A.5 before applying the putty. Apply
a minimum of 40-mil (1 mm) thick coat of putty in one (1) layer, and smooth over
the surface to fill in any small voids, cracks, or uneven areas. Any swelling on the
surface after applying the putty shall be corrected to meet surface profile as
specified in Section 3.02 paragraph A.4. The surfaces of primer and putty shall be
protected from dust, moisture, and any other contaminants before applying the FRP
system.
7. Saturant: Saturant is the term for the engineered resin used to impregnate FRP
fabrics and turn them into laminae upon cure. The saturant used in a FRP system
shall have sufficiently low viscosity to ensure full impregnation of the fiber sheets
prior to curing. To maintain proper viscosity of the saturant, the ambient and
substrate surface temperatures must be within the range specified in Section 3.02
paragraph B.1. Any mixed saturant that exceeds its pot life shall be disposed of
according to Section 3.05.
8. Applying Fiber Sheet and Saturant: The fabric shall be uniformly saturated with
the saturant using the saturating machine or hand saturated, where site conditions
are not favorable for using the machine. The fabric shall be cut to the length
specified in the Contract Documents and shall be installed in place and gently
pressed onto the wet putty. Any entrapped air between the fiber sheet and the
surface shall be released or rolled across the sheet in the direction parallel to the
fibers while allowing the resin to impregnate the fibers and achieve intimate contact
with the substrate. Rolling perpendicular to the fiber direction is not allowed. In bi-
directional fabrics, rolling shall be initially in the fill (transverse) direction end to
end and then in the warp (longitudinal) direction.
9. Multiple-Fiber Plies: Subsequent layers of fabric (if called for in the design), shall
be properly saturated with saturant and applied on top of the first sheet of fabric
with no interruption. The amount of resin overcoat for intermediate plies shall
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 17
December 22, 2023
factor in overcoat for the applied ply and undercoat for the next ply. Follow the
PWS and approved shop and Design Drawings for the fiber orientation and ply
stacking sequence. Each ply and core fabric shall be applied before the onset of
complete gelation of the previous layer. The number of plies that can be applied in
a single day shall be based on the FRP material supplier’s recommendation When
previous layers are cured, interlayer surface preparation, such as light sanding and
filling with putty, may be required, as specified in Section 3.02 paragraph B.6.
10. Overlapping: Lap joints shall be constructed over a minimum of one (1) CFRP or
GFRP laminate. The lap joint layer shall not be the top laminate. The length of the
lap splice shall be as specified by the Contract Documents but must be a minimum
of 6-inches (152 mm) long. Staggering of lap splices on multiple plies and adjacent
strips shall be required unless permitted by Contract Documents.
11. Alignment of FRP Materials: The fiber plies shall be aligned on the host pipe
according to the Contract Documents. Any deviation in the alignment more than 5
degrees (approximately 1 in./ft) is not acceptable and shall be grounds for rejection.
Once installed, the fibers shall be free of kinks, folds, and waviness.
12. Termination Points: The termination points of the FRP system shall be installed
such that water is not allowed to seep in between the surface and the FRP system.
The FRP system shall be sealed properly at the termination points by applying
epoxy sealant. In locations where flow velocities are high or in pressurized
conduits, elastomeric internal joint seals with compressed steel bands shall be used
at the termination points, with the appropriate approved details included in the
Design Drawings.
13. Curing: The FRP system shall be allowed to cure for the minimum amount of time
specified per the FRP material supplier’s requirements. Field modification of resin
chemistry for rapid curing shall not be allowed. An elevated cure temperature may
be used if rapid curing is necessary. The cure of installed plies shall be monitored
before placing subsequent plies. In case of any curing irregularity, installation of
subsequent plies shall be halted. Protect the FRP system while curing.
14. Protective Coating and Finishing: It is permissible to use a protective coating for
abrasion resistance and improved flow conditions. The protective coating shall be
either thickened epoxy, with or without a pigment added to facilitate inspection, or
another resin as agreed between the City or City’s Representative and Contractor.
The protective coating shall be compatible with exposure conditions including
moisture, abrasive chemicals in sewage, salt water, and physical abrasion due to
debris and silt in sewers. Applicability of the topcoat to the FRP system in abrasive
environments shall be verified by testing (ASTM D4060).
15. Protective Coating Field Application: Surface preparation shall be as
recommended by the FRP material supplier. Solvent wipes shall not be used to
clean the FRP surface unless approved by the FRP material supplier. If abrasive
cleaning is necessary, air pressure shall be limited to avoid any damage to fibers.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 18
December 22, 2023
Ambient and surface temperatures shall be within the range specified in Section
3.02 paragraph B.1, prior to applying the protective coating.
3.03
INSPECTION & QUALITY ASSURANCE
The Contractor shall coordinate with and accommodate the needs of the City’s Quality
Assurance inspector. The Contractor shall provide a specific quality assurance (QA) plan
for the tests identified in this section. The Contractor shall have its own inspector for
Quality Control (QC).
The project specific QA/QC plan shall be included in the PWS submittal that includes:
A. Inspection of Materials: The FRP material supplier’s certifications for all delivered
and stored FRP components shall be inspected for conformity to the Contract
Documents before starting the project. Materials testing shall be conducted on samples
as detailed in the PWS. Any material that does not meet the requirements of the
Contract Documents or PWS will be rejected. Additional inspection measures may be
taken during the installation process at the discretion of the City or City’s
representative.
B. Daily Inspection: Daily inspection shall include date and time of repair; relative
humidity; general weather conditions; surface dryness per ACI 503.4-92; surface
preparation and surface profile using ICRI surface profile chips; qualitative description
of surface cleanliness; type of auxiliary heat source, if any; widths of cracks not injected
with epoxy; fiber or procured laminate batch numbers and their locations in the
structure; batch numbers, mixture ratios, mixing times, and qualitative descriptions of
the appearance of all mixed resins, primers, putties, saturants, adhesives, and coatings;
observations of the progress of the cure of resins; conformance with installation
procedures; adhesion test results of bond strength, failure mode, and location; FRP
properties from tests of field sample panels or witness panels, if required; location and
size of any delamination’s or air voids; and the general progress of work.
C. Inspection for Fiber Orientation: Fiber or ply orientation, fiber kinks, and waviness
shall be examined by visual inspection for conformity to the Contract Documents.
Tolerances will follow Sections 3.02 and 3.03. Any nonconforming FRP repair area
shall be removed and repaired as per Section 3.04 - Repair of Defective Work.
D. Inspection for Debonding: After at least 24 hours from initial installation of the resin,
a visual inspection of the surface shall be performed for any swelling, bubbles, voids,
or delamination. If an air pocket is suspected, an acoustic tap test shall be carried out
with a hard object to identify delaminated areas by sound, with at least one strike per
one (1) foot2 Defects smaller than 0.5-inch in diameter shall require no corrective
action, unless as specified in Section 3.04 paragraph A. Defects larger than 0.5-inch
but smaller than 2-inch in diameter will be repaired as per Section 3.04 paragraph B.
Defects larger than 2-inch but smaller than 6-inch in diameter, and with a frequency of
less than five (5) per 10 foot2 of surface area, shall be repaired as per Section 3.04
paragraph C. Larger defects shall be repaired as per Section 3.04 paragraph D.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 19
December 22, 2023
E. Inspection for Cure of Resin: If specified in the Contract Documents, the relative cure
of resin in FRP systems shall be examined by visual inspection or by third party
laboratory testing of resin-cup samples using ASTM D3418. Follow recommendations
of the resin FRP material supplier for acceptance criteria. If the cure of resin is found
unacceptable, the entire area shall be marked and repaired as per Section 3.04.
F. Tests: Specimens from the installed FRP system or samples representative thereof,
shall be tested at the request of the City, City’s Representative, for tensile, compressive,
and adhesive strengths.
Adhesion test: Refer to ASTM D7234 for adhesion to concrete. To validate the
adequacy of the surface preparation and the adhesion strength of the FRP system, the
Contractor shall perform random adhesion tests on the prepared concrete substrate of
pipe segments adjacent to repair pipes as directed by the Engineer and witnessed by the
City's Representative. The City's Representative should designate the areas for trial
adhesion tests prior to the surface preparation activities. These areas shall be cleaned,
prepared, and covered with two-ply FRP system test patches with minimum dimensions
of 1-foot x 1-foot for adhesion test to concrete substrate. The patch shall consist of two
orthogonal plies of FRP laminae. One (1) adhesion test shall be performed on each test
patch. The remaining adhesion test patches shall be finish coated and remain in place
for future testing purposes as needed. The Contractor shall log the location of the
adhesion test and report the test results to the City or City’s Representative.
Tensile strength test (ASTMD3039): Depending on the composition of the FRP system
used for a particular application, test panels shall be field fabricated using two (2) FRP
system layers of carbon/glass fiber fabric, any core (3D) fabric, resins and saturation
equipment used in the application. Tensile test panels shall be approximately 12-inch
by 12-inch. The test panel shall be prepared on a smooth flat surface overlaid with
plastic (polyethylene or vinyl) sheeting. Saturating resin shall be used to prime the
surface, followed by the saturated system, and finally topped with more saturating
resin. A cover of plastic sheeting shall be placed over the panel and the panel squeegeed
to remove any bubbles and other surface irregularities to ensure a smooth flat surface.
The panel shall be labeled with time, date, and sample panel number, fabric lot
numbers, and resin batch numbers, and stored in an environment representative of the
surface being repaired condition to cure until collected for lab testing.
The test lab shall perform a minimum of five (5) tensile tests with the fibers oriented
in the strong direction for each tensile test panel in accordance with ASTM D3039, and
report certified tests results for tensile strength, tensile modulus, related specimen
dimensions, and percent elongation. For projects where multiple test panels with the
same fabric batch are prepared, it is permissible to perform three (3) tension tests per
panel instead of five (5) tests per panel, subject to review and approval by the Engineer.
The FRP system will be unacceptable if the average tensile strength per unit width is
below that specified in the Contract Documents.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 20
December 22, 2023
3.04
REPAIR OF DEFECTS
This section specifies the conditions and types of defects that require repair and the
acceptable methods of repair. Defects are of different types and may be generally classified
as aesthetic, short-term critical, or long-term critical. Repair procedure depends on the type,
size, and extent of defects. Repair procedures indicated below are exemplary, and the actual
procedure specific to each project shall be submitted as a part of the PWS.
A. Repair of Protective Coating:
Defects in protective coating can be of three types: small hairline cracks, blistering, and
peeling. In all cases, the moisture content of the substrate should be below 0.05% before
applying a new coating. Prior to any repair of protective coating, the FRP system shall be
examined visually or otherwise to ensure that no defect exists within or on the surface.
Defects in FRP, if found, shall be repaired as described below. If protective coating appears
to show small areas with cracks, the local surface shall be lightly sanded. Then a new
coating with the appropriate primer shall be applied according to the FRP material
supplier’s recommendations. At the minimum, the coating shall be applied over an area
extending 1-inch on either side of the defect. If the protective coating shows signs of
blistering, the entire area of blisters as well as the surrounding area to a distance of at least
12-inches shall be carefully scraped clean. In no case should a blistered surface be recoated
without complete removal of the existing coating. The area shall be wiped clean and dried
thoroughly. Once dry, the area can be recoated after application of the primer coat if
required by the FRP material supplier. If the surface shows signs of excessive peeling, the
entire coating shall be scraped off and the surface lightly sanded, wiped clean, and
thoroughly dried before applying a new coat according to the FRP material supplier’s
recommendations.
B. Epoxy Injection of Small Defects: Small entrapped voids or surface discontinuities no
larger than 0.5-inch in diameter shall not be considered defects and require no corrective
action unless they occur next to edges or when there are more than five (5) such defects in
an area of ten (10) foot2. Small defects of size between 0.5-inch and 2-inches in diameter
shall be repaired using low-pressure epoxy injection if the defect is local and does not
extend through the complete thickness of the FRP system.
C. Patching of Minor Damage:
Minor defects are those with diameters between 2-inches and 6-inches and a frequency of
less than five (5) per unit surface area of 10 foot2. The area surrounding the defects to an
extent of at least 1-inch on all sides shall be carefully removed. The area shall be wiped
clean and thoroughly dried. The area shall then be patched by adding an FRP patch
extending at least 1-inch on all sides of the removed area.
D. Replacement of Large Defects:
Defects larger than 6-inches in diameter shall be carefully marked and scarfed out
extending to a minimum of 1-inch on all sides. Scarfing shall be progressing through the
layers of the FRP system until past the defective area. The substrate shall be appropriately
prepared, and primer reapplied after ensuring that the surface is clean and dry. Application
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 21
December 22, 2023
of an FRP patch system shall extend a minimum of 6-inches on all sides of the scarfed area.
Once cured, the protective coating shall be applied over the entire area.
3.05
STORAGE, HANDLING, AND DISPOSAL
A. Storage Requirements: All components of the FRP system must be delivered and
stored in the original factory-sealed, unopened packaging or in containers with proper
labels identifying the FRP material supplier, brand name, system identification number,
and date. Catalysts and initiators should be stored separately. All components must be
protected from dust, moisture, chemicals, direct sunlight, physical damage, fire, and
temperatures outside the range specified in the system data sheets. Any component that
has been stored in a condition different from that stated above must be disposed of, as
specified in Section 3.05 paragraph G.
B. Shelf Life: All components of the FRP system, especially resins and adhesives, that
have been stored longer than the shelf life specified on the system data sheet shall not
be used and must be disposed of, as specified in Section 3.05 paragraph G.
C. Handling: All components of the FRP system, especially fiber sheets, must be handled
with care according to the FRP material supplier recommendations to protect them
from damage and to avoid misalignment or breakage of the fibers by pulling,
separating, or wrinkling them or by folding the sheets. After cutting, sheets shall be
either stacked dry with separators or at a radius no tighter than 12-inches or as
recommended by the FRP material supplier.
D. Safety Hazards: All components of the FRP system, especially resins and adhesives,
must be handled with care to avoid safety hazards, including but not limited to skin
irritation and sensitization, and breathing vapors and dust. Mixing resins shall be
monitored to avoid fuming and inflammable vapors, fire hazards, or violent boiling.
The Contractor is responsible for ensuring that all components of the FRP system at all
stages of work conform to the local, state, and federal environmental and worker’s
safety laws and regulations. The Contractor is advised that a forced ventilator system
may be required inside enclosed sections and that provision for ventilation, if any, shall
be included in the cost of the work. Refer to the Safety Plan as specified in Section 3.02
paragraph B-1 for details.
E. Safety Data Sheets: The SDS for all components of the FRP system shall be accessible
to all at the project site. Specific handling hazards and disposal instructions shall be
specified in the SDS section entitled Personnel and Workplace Protection. The
Contractor is responsible for providing the proper means of protection for safety of the
personnel and the workplace.
The Contractor shall inform the personnel of the dangers of inhaling fumes of primer,
putty, or resin and shall take all necessary precautions against injury to personnel. The
resin mixing area shall be well vented to the outside. Refer to the Safety Plan as
specified in Section 3.02 paragraph B-1 for details.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 22
December 22, 2023
F. Clean-Up: The Contractor is responsible for the cleanup of the equipment and the
project site from hazardous and aesthetically undesirable FRP components using
appropriate solvents, as recommended in the system data sheet.
G. Disposal: Any component of the FRP system that has exceeded its shelf life or pot life
or has not been properly stored, and any unused or excess material that is deemed waste
shall be disposed of in a manner amiable to the protection of the environment and
consistent with the SDS.
3.06
PROJECT CLOSE-OUT AND MAINTENANCE
Documentation of the work: The City requires documentation of the work to be prepared
and submitted to the City or City’s Representative by the Contractor on completion of the
work according to Technical Specification Section 01300 - SUBMITTALS. The
documentation shall include the following:
1. Information on the products and installation method used.
2. Pre- and post-inspection results.
3. Test results.
4. Any changes or deviations from the Contract Documents and possible corrective
work.
A. Verification/Basis for Rejection: Materials not complying with the requirements of
this Technical Specification shall be rejected at the discretion of the City or City’s
Representative. Repairs, replacements, and retesting shall be accomplished in
accordance with the Contract Documents at no additional cost to the City.
B. Affidavit of Compliance: The City requires an affidavit from the FRP material supplier
or Contractor, as applicable, that the material provided, or the installation performed
complies with the applicable requirements of the Technical Specifications provided
herein and delivered to the City or City’s Representative according to Technical
Specification Section 01300 - SUBMITTALS.
3.07
PROTECTION OF SITE:
Except as otherwise provided herein, the Contractor shall protect from damage all fences,
structures, sidewalks, utilities, trees, shrubbery, lawns, etc., during the progress of this
work. All debris and unused materials shall be removed immediately upon completion of
the work. The site shall be restored as nearly as possible to its original condition, including
the replacement, at the Contractor's sole expense, of any facility or landscaping which has
been destroyed or damaged beyond restoration.
3.01
UTILITIES:
The Contractor shall arrange for and provide any required utilities at the Contractor’s sole
cost and expense. This includes but is not limited to water, power for operating any
equipment along with personnel sanitation facilities.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 23
December 22, 2023
3.02
CLEANING AND PREPARATION
A. The Contractor shall be responsible for all cleaning and surface preparation. The
Contractor shall notify the City’s Representative of any irregularity, which may
interfere with the proper installation.
3.03
ACCEPTANCE
As a condition precedent to Final Acceptance of the work, Contractor shall certify the
proper installation and testing of material provided under this section. Certification shall
warrant that materials and installation are free of defects and/or workmanship and suitable
for trouble-free operation under the conditions set forth in these Technical Specifications.
3.04
RECORD DRAWINGS:
Prior to final payment, the Contractor shall provide a complete set of redlined Design
Drawings showing the project as constructed including manhole insert depth, diameter,
along with location and diameter of any insert penetrations and interior piping
configurations. A spreadsheet and/or Design Drawings shall include all information
required elsewhere in these Technical Specifications as well as any changes.
** END OF SECTION **
[ The remainder of this page intentionally left blank ]
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
09720- 24
December 22, 2023
( This page intentionally left blank for double sided printing )
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 1
December 22, 2023
PART 1 – GENERAL
1.01
DESCRIPTION
The purpose for this Technical Specification is to provide guidance for the rehabilitation
of sanitary sewer access manholes using a chemically inert composite material insert that
will provide structural support of existing loads and prevent deterioration from chemicals
and corrosive gasses typically found in a municipal sanitary sewer system. The insert is
comprised of a barrel and cone segments as a single or multi piece monolithic designed
unit constructed and installed in a manner consistent with acceptable manufacturing and
construction techniques and practices.
A. SCOPE:
This Technical Specification covers all work necessary to furnish and install a
structural manhole insert. The Contractor shall be licensed in the State of Arizona. The
Contractor shall deliver a finished insert product(s) including all materials, labor,
equipment, and services necessary for product installation, all quality controls, and
samples for performance of required material tests, final inspection and warranty work,
all as specified in these Contract Documents and at the quantities of each component
contained in the Bid Proposal. Anticipated work to be provided also includes all traffic
control, bypass pumping and/or diversion of sewage flows (as necessary), removal and
replacement of ring and cover, excavation of existing manhole cone including removal
and offsite disposal, manhole interior cleaning, insert installation and grouting of
annular space, along with removal and replacement of any interior piping and
equipment as well as removal and replacement of affected pavement to existing
condition or to City standards, whichever is greater.
The work shall be for the renewal of sanitary sewer manholes that shall be
accomplished by the installation of several components either individually or together
with other components. These may include acid resistant non-shrink grout to
structurally rebuild the manhole bench and or throat section back to original dimensions
and protective coated to provide chemical resistance for the length of time specified.
Several manhole components such as frame and cover will typically be removed and/or
reinstalled with existing if in good condition or swapped with new replacement
provided by the City. Any steps present within the manhole will be removed and not
replaced. The Contractor is responsible for extension and proper reconnection of any
sewer and/or utility piping present within the manhole including all seals and/or
mechanical devices to properly restore original service and capabilities. Contractor is
responsible for accurate and complete manhole rehabilitation as specified.
The prices submitted by the Contractor, shall include all costs of permits, labor,
equipment, and materials for the various bid items necessary for furnishing and
applying complete in place, the manhole rehabilitation, in accordance with these
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 2
December 22, 2023
Technical Specifications. All items of work not specifically mentioned herein which
are required to make the product perform as intended. The Contractor shall deliver the
final product as specified herein shall be included in the respective lump sum and/or
unit price bid items depicted in the Bid Proposal.
1.02
SAFETY REQUIREMENTS:
The Contractor shall conform to all work safety and health requirements of pertinent
regulatory agencies and/or shown in Technical Specification Section 01060 – Health and
Safety and shall secure the site for working conditions in compliance with the same. The
Contractor shall perform existing material testing as required by regulatory regulation
requirements and erect such signs and other devices as are necessary and be responsible
for safety at the work site.
1.03
NOTIFICATION:
It shall be the Contractor's responsibility to notify all utility companies involved whenever
a utility is to be cut, tapped, moved, or in any way disturbed from its original placement.
Sufficient notice shall be given to the utility company so that its users can be informed of
any disruption of service. Such notice shall be given no less than 48 hours in advance.
It is the Contractor's responsibility to inform the City of construction activities which may
lead to interruption in sewer service. The Contractor shall provide 72-hour notice prior to
construction in order for the Contractor to alert all applicable residents.
1.04
QUALITY CONTROL
A. REFERENCES:
Reference
Title
ASTM C33
Specification for Concrete Aggregates
ASTM C273
Standard Test Method for Shear Properties of Sandwich
Core Materials
ASTM C478
Standard Specification for Precast Reinforced Concrete
Manholes Sections (Structural intent only)
ASTM C478
Standard Specification for Circular Precast Reinforced
Concrete Manhole Sections
ASTM C497
Test Methods for Concrete Pipe, Manhole Sections, or Tile
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 3
December 22, 2023
ASTM C579
Standard Test Methods for Compressive Strength of
Chemical-Resistant Mortars, Grouts, Monolithic Surfacings,
and Polymer Concretes
ASTM C581
Practices for Determining Chemical Resistance of Chemical
Thermosetting Resins Used in Glass-Fiber Reinforced
Structures Intended for Liquid Service.
ASTM C582
Plastic Laminate
ASTM C587
Standard Practice for Minimum Structural Design Loading
for Underground Utility Structure
ASTM D543
Test Method for Resistance of Plastics to Chemical Reagents
ASTM D638
Standard Test Method for Tensile Properties of Plastics
ASTM D695
Standard Test Methods for Compressive Properties of Rigid
Plastics
ASTM D790
Standard Test Methods for Flexural Properties of
Unreinforced and Reinforced Plastics and Electrical
Insulating Materials
ASTM D1244
Standard Test Method for Concrete Sewer Manholes by the
Negative Air Pressure (Vacuum) Test Prior to Backfill
ASTM D1622
Standard Test Method for Apparent Density of Rigid
Cellular Plastics
ASTM D1623
Standard Test Method for Tensile and Tensile Adhesion
Properties of Rigid Cellular Plastics
ASTM D2412
Test Method for Determination of External Loading
Characteristics of Plastic Pipe by Parallel Plate Loading
ASTM D2583
Standard Test Method for Indentation Hardness of Rigid
Plastics by Means of a Barcol Impressor
ASTM D2842
Standard Test Method for Water Absorption of Rigid
Cellular Plastics
ASTM D3753
Standard Specification for Glass-Fiber Reinforced Polyester
Manholes
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 4
December 22, 2023
ASTM G20
Standard Test Method for Chemical Resistance of Pipeline
Coatings
AASHTO HS-20
Standard Specification for Highway Bridges Codes - Axle
Loading
AWWA C950
Glass-Fiber Reinforced Thermosetting Resin Pressure Pipe
1.05
CERTIFIED INSTALLER
The composite insert shall be installed by a Contractor certified by the insert manufacturer.
A training outline for the certification program shall be submitted to the City for review.
The Contractor shall provide evidence that the on-site Forman that is responsible for
supervision of the installation crew performing the installation has received the
manufacturer's training.
The Contractor shall appoint a Quality Assurance Manager who will be on-site full-time
during manhole bench preparation, insert installation, annular space grouting, and backfill
to take full responsibility for the quality of the work. The Quality Assurance Manager shall
be fully certified.
1.06
SUBMITTALS:
Contractor shall submittals information to the Engineer in accordance with Technical
Specification Section 01300 - SUBMITTALS.
A. Insert Manufacturer’s Qualifications: The manufacturer of the manhole insert shall be
able to show experience in the manufacture of proposed insert for more than five (5)
years.
B. Documentation of Contractor’s Experience: Contractor shall provide references for all
jobs within the last two (2) years that were either completed or under construction using
the proposed rehabilitation method.
C. Installer’s Qualifications: The installer of the manhole insert shall be able to show
experience in the installation of the proposed inserts for more than five (5) years.
References shall be provided for a minimum of five (5) jobs. Information provided
shall include a description of the job, the location of the job, the value of the job, the
Owner name, and the Owner contact person for the job including name, title, address,
and phone number. The total jobs submitted shall show that at least 1,000 vertical feet
of the product installed by the installation Contractor.
D. Submit Manufacturer’s published product and installation literature and published
quality control testing criteria data for the proposed manhole insert system.
E. Submit Test Reports: The manufacturer shall design, fabricate, and certify that the
manhole insert conforms to ASTM D-3753 - Standard Specification for Glass-Fiber
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 5
December 22, 2023
Reinforced Polyester Manholes and the requirements of this Technical Specification.
F. Submit independent test report showing that the physical properties of the proposed
insert meet the requirements of these Technical Specifications and will meet or exceed
the physical properties given in the manufacturer’s published literature submitted as
required by Part 2 – PRODUCTS.
G. Submit a report outlining the proposed installation process and procedures as directed
by the insert manufacturer to be used. The report shall include information specific to
the installation instructions and any unique site condition(s) that must be taken into
consideration including grout curing operations and procedures, annular space grout
type requirements and lift limitations, access coordination, installation timing and
identification and any coordination requirements/requests from the City or others.
H. Shop Drawings: Contractor shall provide shop drawings of proposed materials for
approval prior to ordering. Shop drawings shall depict:
1. All measurements made by the Contractor to verify manhole critical dimensions
including but not limited to depth and diameter along with any pipe penetrations or
equipment hanger requirements.
2. Material(s) proposed for construction.
3. Critical dimensions, jointing and connections, fasteners and anchors with sizes,
spacing, and location, connections, attachments, and openings.
4. Anticipated grade adjustment ring(s) and height.
5. Color(s).
I. Contractor to provide design detail for manhole bench conditions with insufficient
circumferential bearing area to support the manhole insert. Modifications shall be per
manufacturer’s recommendations.
J. Documentation of the control checks of fiberglass, epoxy or polyester resin content
for materials used in the fabrications each part of insert fabrication.
K. Approved maximum depth of annular space grout per lift as calculated by the insert
manufacturer structural engineer.
L. Warrantee: Contractor shall submit warrantee documents signed by an Officer of the
Company and notarized stating the terms and conditions of the warrantee identified in
Paragraph 1.10 – WARRANTEE.
M. Any item the Contractor proposes to utilize as an "or equal" to that proposed in the
Contract Documents.
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 6
December 22, 2023
1.07
SUBSTITUTIONS
Any item the Contractor proposes to substitute for a specified item as an "or equal" must
be made in writing for review and approval by the City. Substitutions or deviations not
approved by the City shall risk rejection and replacement at no additional cost to the City.
1. For any proposed design change or deviation from these Technical Specifications,
2. For anything in these Technical Specifications found to conflict with applicable codes
and ordinances,
3. For anything not understood by the Contractor.
4. One (1) electronic copy of submittal(s) shall be provided to the City at least two (2)
weeks before a determination is required.
5. Submittals may be drawings, sketches, manufacturer's literature, catalog descriptions,
or other descriptions in sufficient detail to allow a decision. The submittal shall indicate
the amount to be added to or deducted from the contract price should the submittal be
accepted.
1.08
QUALITY ASSURANCE/QUALITY CONTROL
A. EXAMINATION: Each insert component part shall be examined by the Contractor for
dimensional requirements, soundness, and workmanship in accordance with ASTM D-
3753.
B. COMPOSITION CONTROL: Manufacturer shall control the fiberglass, epoxy, or
polyester resin content for each part of manhole fabrication. Documentation of the
control checks shall be maintained by the manufacturer. Proper fiberglass content may
be shown by glass usage checks or glass and resin application rate checks, in
accordance with the material composition test in ASTM D-3753 and ASTM D-2584.
C. TESTING RECORDS: Records of all testing shall be kept, and copies of test results
shall be submitted to the City in accordance with Paragraph 1.06 - SUBMITTALS.
1.09
INSPECTION POINTS
Contractor shall keep the City or City’s Representative informed of milestone
progress on each insert location for the following items:
1. Start of excavation to remove the cone, chimney, frame and cover.
2. Completion of removal of unsound material and manhole pressure wash cleaning.
3. Completion of bench cleaning and preparation (if any).
4. Completion of leveling/seal grout placement prior to insert placement.
5. Prior to annular space grouting.
6. Completion of bench protective coating.
7. Completion of backfill placement.
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 7
December 22, 2023
1.10
WARRANTY
The Contractor shall replace promptly and at no expense to the City, any materials which
fails during the warranty period. Warranty work shall include all ancillary items including,
but not limited to permits, traffic control, and flow control required to compete the
repair/replacement work. Warranty and durations are described below:
A. Project Warranty: The Contractor shall warrant all materials and workmanship
performed under this contract for a period of one (1) year from the date of formal
acceptance or as stated in the project Contract Documents whichever is longer.
B. Materials Warranty: The manhole insert shall be free of defects that will affect the long-
term life and operation of the manhole. The Contractor shall warrant in writing all
materials provided and work performed under this contract for a period of five (5) years
from the date of formal acceptance.
C. Insert: Insert material(s) shall be tested for a design life of a minimum of fifty (50)
years against deterioration from H2S corrosion and typical chemicals found in
municipal sanitary sewage.
PART 2 – PRODUCTS
2.01
COMPOSITE MATERIAL LINER INSERT
A structural insert shall be installed into the interior of existing sanitary sewer manholes as
shown in the project Design Drawings. Approved structural insert manufacturers include:
1) Armorock™ - Manufactured by Geneva Polymer Products: 3555 21st St, 9, Boulder
City, NV (702) 479-1772.
2) Rock HardTMscp Manufactured by Olson Polymer Company, 3044 S. 35th Ave,
Phoenix, AZ 85009 (619) 843-3847.
3) Sewer Shield Composite Insert: Manufactured by Joseph Painting Company, Inc.
(JPCI), 4702 E. Virginia Street, Mesa, AZ 85215 (480) 984-7608.
4) Approved Equal
2.02
MATERIAL AND DESIGN
This section is to provide minimum design calculations and testing requirements for a
barrel section and cone together. There are some Technical Specifications that shall differ
between the cone and the barrel that shall be described in separate sections.
A. The design of the insert shall be prepared and sealed by a professional Engineer
licensed in the State of Arizona. The insert shall meet or exceed the requirements of
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 8
December 22, 2023
buried manholes up to 40 feet deep without the use or reliance upon external or internal
structural stiffeners. The design shall not allow infiltration of ground water.
B. It is the Contractor’s responsibility to verify the measurements of the existing manholes
prior to ordering the inserts. The City and the Engineer of Record are not responsible
for manufacturing errors due to incorrect measurements. Modifying or cutting the
inserts in the field to adjust for incorrect measurements is not allowed.
C. Insert shall be designed and tested to withstand AASHTO HS-20 loading with no
structural strength derived from the existing manhole structure or installation of
external or internal structural stiffeners.
D. Material of the insert shall be consistent throughout the structure consisting of resin
and aggregate material, including reinforcement that is inert to corrosion from sewer
gasses per ASTM D6783 - Standard Specification for Polymer Concrete Pipe (material
mix design). Epoxy shall be 100% solids, solvent free, low odor emitting,
environmentally friendly, and impervious to chemicals. Manufacture shall determine
the need for and type of reinforcement including that for safety and lifting
requirements. Reinforcement, if determined necessary, shall be made of non-ferrous
material.
E. The resins used shall be unsaturated, supplier certified commercial grade polyester
resins. Mixing lots of resin from different manufacturers or “odd-lotting” of resins
shall not be permitted. Quality-assurance records on the resin shall be maintained.
Non-pigmented resin is required to allow for light or “sand” color of interior surface in
order to facilitate ease of inspection from ground surface. UV inhibitors shall be added
directly to resins to prevent degradation.
F. Load Rating: The complete manhole shall have a minimum dynamic load rating of
16,000 pounds. When tested in accordance with ASTM 3753, 8.4 (note 1). To establish
this rating the complete manhole shall not leak, crack, or suffer other damage when
load tested to 40,000 pounds and shall not deflect vertically downward more than 0.25-
inches at the point of load application when loaded to 24,000 pounds.
G. The use of a multi-piece insert must be approved by the City prior to ordering. If
allowed, joints shall be of bell and spigot configuration. Joints every 5 feet shall be
sealed with a material consistent with the chemical resistance of the manhole sections
per ASTM C990 - Standard Specification for Joints for Concrete Pipe, Manholes, and
Precast Box Sections Using Preformed Flexible Joint Sealants and shall not affect the
warranty. All joints shall be water proofed and shall not allow infiltration.
2.03
THIRD PARTY TESTING
The Manufacturer shall have testing of the manhole insert performed by an independent
test laboratory. Testing shall be performed in accordance with ASTM D-3753 and this
Technical Specification. Where there are conflicts between the requirements of the ASTM
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 9
December 22, 2023
and this Technical Specification, this Technical Specification shall supersede. The
Manufacturer shall submit the results of third-party testing, as specified below, and in
accordance with Technical Specification Section 01330 - SUBMITTALS.
1. LOAD RATING: The insert shall have an AASHTO HS-20 load rating. When
tested in accordance with ASTM D-3753 the insert shall have a maximum vertically
deflection of 0.25-inches at the point of load application when loaded to 24,000
pounds; and shall not leak, crack, or suffer other damage when load tested to 40,000
pounds.
2. CHEMICAL RESISTANCE TESTING: The following chemical resistance tests
shall be performed in accordance with ASTM G20 - Standard Test Method for
Chemical Resistance of Pipeline Coatings. After exposure to the solutions,
specimens shall exhibit zero (0) weight loss, spalling, cracking or blistering. Any
changes to appearance such as color and texture shall be noted.
2.04
BARREL DESIGN SPECIFICATIONS:
The barrel section of the composite insert shall meet general design specifications as noted
in Paragraph 2.02 - Material and Design.
Dimensions: Barrel sections of the manhole insert shall be designed to maximize the
diameter of the existing manhole interior.
2.05
CONE DESIGN SPECIFICATIONS:
The manhole cone shall be concentric for all manhole diameters. The cone section must
provide a bearing flat shoulder surface on which a chimney consisting of FRP load plate
and adjustment grade rings may be supported. The cone section of the insert shall meet
general design specifications as noted in Paragraph 2.02 - Material and Design.
Dimensions: Cone sections of the manhole insert shall be designed according to MAG
Standard Detail 420-1.
2.06
MANHOLE COLLAR LOAD PLATE
To minimize differential settlement of native soils not disturbed by construction, the
Contractor shall install a fiber reinforced polymer plate per Technical Specification 02720
– FIBER REINFORCED POLYMER (FRP) at the location depicted in the project Design
Drawings. The plate shall be designed to support and redirect surface loads away from
native soils and onto the manhole insert. The Contractor shall be responsible for materials,
compaction, and any differential settlement that occurs above the FRP plate the impacts
the vertical grade of the manhole cover and/or concrete collar.
2.07
CHIMNEY CONSTRUCTION:
The chimney shall be constructed on the flat shoulder bearing surface of the cone using
grade adjustment rings. Only on manholes in areas approved by the City, composite
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 10
December 22, 2023
adjustment grade rings may be supplied by the City and mandatory City installation
training is required.
2.08
STANDARD CITY FRAME AND COVER:
The frame and cover shall be supported by the chimney and shall not be installed directly
on the cone. Inform City if existing frame and/or cover is worn or damaged. The frames
and covers shall be obtained from the City for installation by the Contractor. Mandatory
installation training by the City is required.
2.09
GROUTS:
All grout or concrete applied to the manhole interior shall be acid resistant quick-setting
non-shrink epoxy grouts, approved by the insert manufacturer and compatible with the
polymer protective coating material and tested in accordance with ASTM C579 - Standard
Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts,
Monolithic Surfacing, and Polymer Concretes.
2.10
MARKING AND IDENTIFICATION:
A. Manhole insert shall be marked on both the interior and exterior with the following
information:
1. Manufacturer’s Company Name identification.
2. Date of Manufacture.
3. Manhole wall thickness.
4. Installation assist marks.
2.11
DELIVERY, STORAGE AND HANDLING
The Contractor shall be responsible for any damage resulting from improper storage
and/or handing. Damaged materials shall be replaced at no additional cost to the City.
A. Materials shall be handled in accordance with MAG 106.
B. Store all products according to manufacturer’s recommendations until installation. Protect
from construction traffic and damage.
C. During the loading, unloading, and storage, care should be taken to ensure that the manhole
insert is not dropped or otherwise damaged.
D. The manhole insert should be stored on a smooth surface free of sharp objects.
E. Nylon or fabric slings should be used in conjunction with a spreader bar to lift or move the
manhole.
F. UNDER NO CIRCUMSTANCES SHOULD CABLES OR CHAINS BE USED.
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 11
December 22, 2023
G. If the manhole is stored horizontally, the manhole should be placed in such a way as to
avoid damage and braced.
PART 3 – EXECUTION
3.01
PROTECTION OF SITE:
Except as otherwise provided herein, the Contractor shall protect from damage all fences,
structures, sidewalks, utilities, trees, shrubbery, lawns, etc., during the progress of this
work. All debris and unused materials shall be removed immediately upon completion of
the work. The site shall be restored as nearly as possible to its original condition, including
the replacement, at the Contractor's sole expense, of any facility or landscaping which has
been destroyed or damaged beyond restoration.
3.02
UTILITIES:
Unless otherwise indicated in Technical Specification Section 01550 – CONTRACTOR’S
UTILITIES, the Contractor shall arrange for and provide any required utilities at his sole
cost and expense. This includes but is not limited to water for compaction or testing, power
for operating any equipment along with personnel sanitation facilities.
3.03
CLEANING AND PREPARATION
A. The Contractor shall be responsible for all existing manhole cleaning and surface
preparation according to Technical Specification Section 02760 – SEWER AND
SEWER STRUCTURE CLEANING. The Contractor shall notify the City of any
irregularity, which may interfere with the proper installation of the manhole insert.
3.04
COMPOSITE INSERT
A. The manhole insert installed shall bond to or fit sufficiently tight within the existing
manhole to eliminate water leakage into the manhole or allow water or vapors to leak
out of the manhole through pinholes or other defects. If infiltration or exfiltration
leakage occurs, the Contractor shall seal these areas to stop all leakage using a material
compatible with the insert material installed and as specified by the manufacturer. If
leakage continues to occur, the Contractor shall remove and replace the insert at no
additional cost to the City. All repair materials shall have the same estimated life
expectancy as the insert installed. Final approval of the installation will be based on
meeting the acceptance test requirements for each insert installed.
B. All existing manhole interior piping shall be removed prior to insert installation and
bench protective coating application. Interior piping shall be reinstalled per project
Design Drawings or as required by these contract Technical Specifications.
C. Flow from existing active service connections entering the manhole shall be plugged
or diverted through by-passed pumping operation if the flow affects proper installation.
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 12
December 22, 2023
D. Testing and warranty inspections shall be witnessed by the City or the City’s
Representative. Any defects found shall be repaired by the Contractor.
E. Compensation for all work required for providing test samples and independent
laboratory testing shall be included in the in the Bid Proposal cost of the item contained.
3.05
INSTALLATION:
A. The Contractor shall install the manhole insert in accordance to approved
manufacturer’s techniques.
B. The insert shall be centered inside the existing manhole base or as otherwise
approved.
C. The Contractor shall use an acid resistant polymer grout around circumference of the
bench prior to lowering insert into position. The insert base section shall be installed
into fresh grout to evenly support the weight of the insert and establish a gas
tight seal. The polymer grout shall be compatible with insert material and approved
for use by the insert manufacturer and compatible with the bench protective coating
material. The bottom seal shall also prevent loss of annular space grout material
installed between the outside of the insert and the interior wall of the existing
manhole.
D. After placement of insert, Contractor shall complete installation of the protective
coating of the manhole bench. As a minimum, Contractor shall raise manhole bench to
the same elevation as the crown of the pipe as directed or shown in project Design
Drawings. Manhole bench shall be sloped a minimum ¼-inch per foot to the channel.
Minimum repair grout thickness shall be ¾-inch.
E. Where insert is installed using multiple barrel sections in lieu of a single piece barrel,
apply a non-shrink epoxy putty or butyl mastic sealant approved by the manufacturer,
to the joint of each barrel or cone section. Wipe excess material from the inside seam
to provide a smooth finish.
F. Replace all existing manhole connections with the same inside diameter pipe. Sewer
main and lateral connections in the existing manholes shall be extended through the
insert with sealed watertight connections. Seal all penetrations through the insert
with an acid resistant non-shrink polymer grout. Installation shall be in accordance
with Manufacturer's written instructions utilizing installation equipment approved
for use by the Manufacturer.
G. Fill the annular space between the insert and the existing manhole wall with a Portland
cement and sand grout mixture or a hydrophilic grout. The grout backfill shall be
placed in a maximum 12-inch lifts or as approved by the insert manufacturer
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 13
December 22, 2023
structural engineer. Manufacturer’s approved maximum lift shall be submitted
to the City per Technical Specification Section 01330 – SUBMITTALS. Grout
shall cure to provide a minimum compressive strength of 100 psi. The grout shall be
consolidated without damage to the insert or connecting pipes.
H. Install the cone section (if applicable). after grouting the top bell section
3.06
CONE BACKFILL MATERIAL
The Contractor shall backfill around the manhole cone and chimney with a Portland
cement and sand grout mixture or a hydrophilic grout. The grout backfill shall be placed
in a maximum 12-inch lifts or as approved by the insert manufacturer structural engineer.
The Contractor shall install grade rings and adjust height to surrounding elevation and
slope. Pour a concrete collar around the manhole ring and cover after setting the proper
height.
All damaged pavements shall be removed and replaced in kind with new pavement. In
landscaped areas the surface shall be restored in kind. Any damaged irrigation facilities
shall be repaired.
3.07
GROUTING:
Grouting shall be done in accordance with manufacturer's requirements and as described
in "Installation" procedures, and should meet the following minimum requirements:
Test Type
Results
Test Method
Density
4 lbs.
ASTM D-1622
Water Absorption
(volume confined)
<1%
ASTM D-2842
Shear Strength
17.10 PSI
ASTM C-273
Tensile Strength
29.30 PSI
ASTM D-1623
Elongation
44%
ASTM D-1623
Viscosity
@ 500 CPS
Chemical Emersion
Testing
Excellent results
ASTM G20-88
The system should also use an accelerator to quicken the reaction time (30 minutes) where
needed. All physical properties shall be expected to be detailed in submittals showing that
they meet these Technical Specifications.
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 14
December 22, 2023
3.08
MANHOLE BENCH and CHANNEL RESTORATION
The Manhole bench and channel shall be cleaned and coated as follows:
A. The manhole invert and bench shall be hydro blasted to produce a profile, followed by
high pressure water blasting to remove any lose debris and adjust pH acidity to Neutral.
Debris shields shall be used to prevent any dislodged material from entering the sewer
system as per Technical Specification Section 02760 – SEWER PIPE AND SEWER
STRUCTURE CLEANING.
B. Manhole bench shall be rebuilt with non-shrink acid resistant grout as necessary to
insert manufacturer’s recommended dimensions for structural foundation of insert.
C. A polymer grout should then be applied to the circumference of the bench to create a
level bearing area and seal of the first insert barrel section installation.
D. Manhole channel shall be rebuilt with acid resistant polymer coating, as necessary, to
dimensions consistent with existing incoming and outgoing pipe grades.
E. After the manhole insert has been installed and base rebuilt, the entire bench and
channel shall be covered with Fiber Reinforced Polymer (FRP) per Technical
Specification Section 02720 – FIBER REINFORCED POLYMER (FRP) to ensure the
exposed manhole base/throat/channel have the similar acid resistance as the remainder
of the rehabilitated manhole.
3.09
LATERALS AND CONNECTIONS:
The sewer main and lateral connections, if present in the existing manholes shall be
extended through the insert wall with sealed watertight connections. Existing pipe
diameters shall be maintained. Penetration installation shall be in accordance with insert
manufacturer's written instructions utilizing installation equipment approved for use by the
manufacturer. Penetrations cut through the insert wall shall be made with tools capable of
cutting circular shapes. Use of a carbide blade chop saw or other tools that cut a straight
edge shaped is strictly prohibited. Penetrations through the insert shall be sealed with an
approved non shrink, acid resistant polymer grout material approved by the insert
manufacture.
3.10
PROTECTIVE BENCH COATING TESTING
The Contractor shall perform spark test and pull test on applied coatings per Technical
Specification Section 09710 – CONCRETE AND MASONRY COATINGS.
3.11
ACCEPTANCE
As a condition precedent to Final Acceptance of the work, Contractor shall certify the
proper installation and testing of material provided under this section. Certification shall
warrant that materials and installation are free of defects and/or workmanship and suitable
for trouble-free operation under the conditions set forth in these Technical Specifications.
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 15
December 22, 2023
3.12
RECORD DRAWINGS:
Prior to final payment, the Contractor shall provide a complete set of redlined Design
Drawings showing the project as constructed including manhole insert depth, diameter,
along with location and diameter of any insert penetrations and interior piping
configurations. A spreadsheet and/or Design Drawings shall include all information
required elsewhere in these Technical Specifications as well as any changes.
** End of Section **
[ Remainder of page intentionally left blank ]
SECTION 13128
COMPOSITE MATERIAL MANHOLE INSERT
_____________________________________________________________________________________________
City of Chandler
Dibble
Price Road 66-Inch Interceptor Sewer Rehabilitation
Project No. 1023140
Contract No.: WW2302.201
13128- 16
December 22, 2023
[ Page intentionally left blank for double sided printing ]
EXHIBIT D
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
Page GMP-1
Project No.: WW2302.401
Rev. 1/16/2024
ACCEPTED GMP/PRICE PROPOSAL
ROC-089744 | BFCONTRACTING.COM | 11011 N. 23rd Avenue| Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
April 25, 2024
Raymond Potts - Construction Project Manager
City of Chandler – Public Works & Utilities
215 E Buffalo Street
Chandler, AZ 85225
RE: Name:
Price Road 66-inch Sewer Rehabilitation Project
Project No.:
WW2302.401
SUBJECT: Construction Manager at Risk – Guaranteed Maximum Price Proposal
Dear Mr. Potts,
B&F Contracting, Inc. respectfully submits, for your review, our Guaranteed Maximum Price (GMP)
Proposal. The following price was developed from the 90% plans and discussion between CMAR and City
during ongoing preconstruction services. This GMP includes solicitations for major work items and
materials to develop the overall estimate. The GMP includes the replacement of 16 manholes that are not
identified in the 90% plans. The overall GMP does not have a direct correlation to the plans and has been
developed per additional discussions and directives provided by the City and design engineers.
Included in this package are the following documents:
•
COC GMP Work Sheet
•
Schedule of Values
•
Cost Detail
•
Scope of Work
•
Project Baseline Schedule Based on GMP
•
Cash Flow Report
•
Subcontractor / Material Pricing
•
GMP Risk Register
We are excited to continue to evaluate and establish a firm GMP during our preconstruction services. If
you or your team have any questions or comments regarding the above items, please contact Josh
Onstott at (623) 238-3792.
Sincerely,
Josh Onstott
Josh Onstott – Executive Director
JOnstott@bfcontracting.com
B&F Contracting, Inc.
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
INDEX OF EXHIBITS
PRICE ROAD 66-INCH SEWER INTERCEPTOR REHABILITATION
COC Project Number: WW2302.401
GMP
(04/25/2024)
Table of Contents
• Exhibit D1: Scope of Work
• Exhibit D2: GMP Coversheet
• Exhibit D3: Schedule of Values
• Exhibit D4: List of GMP Documents
• Exhibit D5: GMP CPM Schedule
• Exhibit D6: Cashflow Chart
• Exhibit D7: Risk Register
• Exhibit D8: Bypass Crossing Diagram
• Exhibit D9: Supplemental Reports
EXHIBIT D1: SCOPE OF WORK
PRICE ROAD 66-INCH SEWER MAIN REHABILITATION
COC Project No.: WW2302.401
GMP
[04/25/2024]
PROJECT OVERVIEW
The project consists of completing a full system rehabilitation of the 66-inch sewer pipeline that starts near the Santan
202 and outfalls at the City of Chandler OWRF. The project includes the installation of roughly 12,867 LF of 66-inch
CIPP liner, replacement of 16 each 60-inch manholes with Concrete Polymer Manholes, furnish and installation of one
new junction structure, furnish and installation of one structure at OWRF plant, and the installation of 2 new manholes
along with miscellaneous improvement on the existing system. Additionally, to complete this work the project will
require several bypass systems to convey the flow around the existing system and adjacent work to accommodate the
communal traffic flow and adjacent work activities.
SCOPE OF WORK
Below chart demonstrates the direct activities of the project to complete the work.
1
Mobilization And Demobilization
1
EACH
2
SWPPP
15
MO
3
Asphalt Demo and Patching
533
SY
4
Concrete Repairs
40
EACH
5
Furnish & Install 60-inch Manhole Installation w/ 96” Precast Base
16
EACH
6
Furnish & Install 60-inch Polymer Manhole with a Cast-In-Place Bench
1
EACH
7
Heavy Cleaning Existing 66-inch Pipe
600
HR
8
Man-Entry Cleaning of 66-inch Pipe
12,867
LF
9
Post-CIPP Pano of 66-inch Pipe
12,867
LF
10
Post Cleaning / Pre CIPP-CCTV Inspection of 66-inch Pipe
12,867
LF
11
Post Manhole Pano Video Inspection
19
EACH
12
CIPP Line 66-inch Sewer
12,867
LF
13
66-Inch Bypass Setup & Teardown
7
EACH
14
66-inch Bypass Operation
176
DY
15
36-inch Bypass Pump Station Setup and Removal
3
EACH
16
36-inch Bypass Rental and Operation
108
DY
17
Lateral Bypass Install and Removal
10
EACH
18
Lateral Bypass Operation
176
DY
19
Clear And Grub for Bypass Piping on SRP / Wells Fargo
1,900
LF
20
Bypass Trenching & Removal and Restoration
7,656
LF
21
Excavation For Bypass Outside of Roadway
1,200
LF
22
Remove Bollards
4
EACH
23
Remove and Replace Bollards
4
EACH
24
Furnish And Install 66" New Junction Structure
1
EACH
25
Furnish & Install of OWRF Manhole
1
EACH
26
Abandon OWRF Pump Back Station
2
EACH
27
Abandon Manhole
2
EACH
28
General Conditions
15
MO
Construction phase services by the CMAR includes:
•
Mill, sawcut and removal of asphalt.
•
Trench excavation.
•
Perform new manhole installations.
•
Cleaning and Inspection.
•
Sewer system testing on all new infrastructure and rehabilitated infrastructure.
•
Coordinate with various City of Chandler departments, other agencies, utility companies, etc.
•
Arrange for procurement of materials and equipment.
•
Schedule and manage site operations.
•
Bond and insure the construction.
•
Maintain a safe work site for all project participants.
•
As-built records drawings.
•
Hardscape removal and replacement.
•
Asphalt Replacement.
•
Known Utility Protection.
•
Traffic Control.
•
SWPPP Maintenance.
•
Sewer bypass system design and engineering.
•
Odor monitoring at OWRF Plant
•
Manhole abandonment.
•
Bollard removal.
•
Bollard removal and replacement.
•
CIPP lining of 66-inch line.
•
Water supply for cleaning.
•
Disposal of debris cleaned from infrastructure.
•
Disposal of existing infrastructure that is removed and replaced.
•
Permit acquisition with ADOT, MCDOT, and ADEQ.
•
Spill mitigation and maintenance.
GENERAL ITEMS:
1. Mobilization/Demobilization
a. This GMP includes a onetime round trip for personnel, equipment, and supplies. Project
delays that result in demobilization of personnel and/or equipment are not included, and
any additional costs incurred are a change in scope.
b. Private Utility Location Service to help identify utilities to eliminate issues with private
utility locators filling tickets causing delays to the construction.
c. 11 ea. water meters for the project including one on site for CIPP liner curing and one
at the fill location for water support equipment.
d. Yard crew to material handle.
e. Polymer Structures Mobilizations.
f. Polymer Manhole Mobilizations. Not enough time to get numbers at GMP development
time. Cost included is to establish and estimate.
g. Office startup cost / establishment
h. CIPP Mobe 1 ea.
i. Paveco first Asphalt Mobilizations.
j. Paveco 3ea. Additional mobilizations.
k. Cold mix for plates during bypass trenching and removal.
l. Project signs 4 each.
2. SWPPP
a. B&F utilizes a third-party service to provide the SWPPP project book and complete the
inspections and record keeping. This cost is included in this item.
b. BMP materials to protect drainage inlets from storm water runoff.
c. Street sweeping for 480 hours which will be expected at 32 hours per month during
construction.
d. NOI and Dust Control Permit
e. Track out rock from the yard to the main road.
f. Labor and equipment to perform setup of SWPPP and routine maintenance of the
site cleaning and repairing and replacing BMPs weekly as needed.
g. ½ time water support during bypass to address landowner easement concerns.
3. Asphalt Demo and Patching
a. Saw cutting existing pavement full depth for new sewer installation work and
abandonment.
b. Saw cutting for new manholes.
c. Unit cost includes subcontractors’ mobilization.
d. Assumed full depth slurry backfill so no subgrade preparation is expected post backfill.
e. Asphalt Prep crew to trim damaged edges remove plates for paving operations.
4. Concrete Repair
a. Concrete repairs associated with bypass and contract work (see included bypass trenching
plan for specific areas of replacement and quantities).
b. Washout containment for the concrete pours.
c. Aggregate base and grading time prior to repour.
d. Haul off and dump fee for removals.
5. Furnish and Install 60-inch Polymer Manholes with 96-inch Precast Bases
a. 16 each polymer manholes with 96” precast base.
b. Excavation and haul off materials utilizing pipeline crew.
c. Dump fees for removals.
d. Sawcut and removal of the existing pipe.
e. Shoring
f. Vacuum Testing after backfilled.
g. Backfill with ½ sack slurry to bottom of AC.
h. Work based on a 60-hour work week.
i.
Crane to set each 96-inch base that weighs roughly 35,000 lbs.
j. Manhole adjustment after installation
k. Owner supplies manhole frame and covers.
6. Furnish and Install 60-inch Manhole with Cast in Place Bench
a. Purchase polymer manhole.
b. Backfill with ½ sack slurry to bottom of AC.
c. Work based on a 40-hour work week.
d. Excavation and haul off material utilizing pipeline crew.
e. Dump fee for removals.
f. Sawcut and removal of the concrete pipe removed.
g. Equipment and shoring to complete work.
h. Owner supplies manhole frame and covers.
i.
Manhole adjustment after installation.
7. Heavy Cleaning Existing 66-Inch Pipe
a. Hourly heavy cleaning for all pipes due to pre-inspection of pipe finding heavy debris.
b. No grout back to original dimensions in line item.
c. Work is based on 6 days per week.
d. Work based on 24-hour traffic control setups.
e. Dump Fees included up to 22 loads to approved disposal site.
f. Labor rates are based on 60 hours per week.
8. Man-Entry Cleaning
a. Labor and confined space equipment to complete entry to remove any detach T-lock from
pipe.
b. Work estimated on 60-hour work week to expedite process.
c. Any angular grouting to be compensated through associated allowances.
d. Work performed under 24-hour traffic control closure.
9. Post Pano Video
a. Post Pano Video after CIPP lining is completed by Dukes Root Control.
10. Post Cleaning / Pre CIPP-CCTV Inspection of 66-inch Pipe.
a. Post Cleaning and CCTV after cleaning pre CIPP lining with traditional CCTV.
b. Work based on 60-hour work week to expedite work under bypass.
11. Post Manhole Pano Video Inspection
a. Video for work post replacement of manholes and structures.
12. CIPP Line 66-inch
a. All engineering, submittals, and testing for CIPP lining.
b. Fully deteriorated CIPP liner for 66-inch ID Pipe.
c. SAK has been chosen as the CIPP installer based on RFQ selection process.
d. Work is based on 6 day per work week.
e. 24-hour setups required for all lining shots in the roadway.
f. Price includes temporary waterline and permanent removal of waterline to lining inversion
locations.
g. Lining water usage is estimated at 7 million gallons and will be compensated through a
allowance item.
h. Chilled water setups if needed will be compensated through contractor contingency for up to
$30,000 per SAK proposal.
i.
No styrene mitigation is included in the price, it will be compensated via owner contingency
if needed based of City direction.
13. 66-inch Bypass Setup & Tear Down
a. Installation of 7 each bypass pump station including price junction structure.
b. HDPE fusion, pipe, and all appurtenances to complete work.
c. Tie in at price junction structure.
d. Testing of equipment prior to starting.
e. Engineered stamped bypass plan.
f. Sub cut at suction pit on ADOT property.
g. Suction pit establishment and coupon repairs.
h. Suction pits backfill.
i.
Water ramps as needed.
j. 4 each 48–72-inch sewer plugs.
k. Two 66-inch Concrete coupons for suction pit and repairs post constructions.
l.
Shoring to accommodate suction pit excavation.
m. Removal of all equipment post construction.
n. Delays for trenched crossing and HDPE fuses.
o. Spill containment, spill kits, repair clamps, and lighting for bypass monitoring.
p. Fuel cells for refueling.
q. Pump maintenance during project.
r. ARV for all high locations with secondary containment.
s. Crane to set large pump stations and suction stingers.
t. Fencing repairs at OWRF will be cost reimbursable through allowance.
14. 66-inch Bypass Operation
a. Fuel is based on $4.00 dollars per gallon. Fuel escalation will be based on the EIA.gov
Rocky Mountain market rate and compensation will be paid through contractors’
contingency based off area average fuel rate index if market increases above $4.00 per
gallon for over a 30-day period.
b. All equipment rental for 176 days.
c. 3 pump operator for 176 days 24 hours per day.
d. Included disposal of rags that are removed from pump.
e. Includes all maintenance of equipment.
f. Includes secondary containment for all equipment.
g. Includes Deadman anchor at Price Junction Structure.
h. All valves, manifolds, pipe, fittings, plates, concrete barriers, and equipment rental.
i.
ARV for all high locations with secondary containment.
j. Includes light tower.
k. Bypass setup based on 50 hours per week labor rates.
l.
Odor logger at discharge location to monitor H2S emissions will be compensated through
allowance.
m. Odor mitigation above tarping and basic method will be compensated through contractor’s
contingency.
n. Bypass operation based on 60-hour rates.
o. Bypass operation and inspection must access entirety of bypass including OWRF plant 24
hours per day 7 days per week.
15. 36-inch Bypass Setup & Tear Down
a. Installation of 3-each 8-inch submersible pumps with two silenced power pack and one open
frame back-up power pack.
b. HDPE fusion, pipe, and all appurtenances to complete work.
c. Testing of equipment prior to starting.
d. Engineered stamped bypass plan.
e. Level monitors.
f. 3 each 36-inch to 60-inch plugs during construction.
g. Removal of all equipment post construction.
h. OWRF Gate Fencing to maintain security during construction.
16. 36-inch Bypass Operation and Equipment
a. Fuel is based on $4.00 dollars per gallon. Fuel escalation will be based on the EIA.gov
Rocky Mountain market rate and compensation will be paid through contractors’
contingency based off area average fuel rate index if market increases above $4.00 per
gallon for over a 30-day period.
b. All equipment rental for 80 days.
c. 2 pump operator for 108 days 24 hours per day.
d. Included disposal of rags that are removed from pump.
e. Includes all maintenance of equipment.
f. Includes secondary containment for all equipment.
g. All valves, manifolds, pipe, fittings, plates, concrete barriers, and equipment rental.
h. Includes light tower.
i.
Bypass setup based on 60 hours per week labor rates.
j. ARV for all high locations with secondary containment.
17. Lateral Bypass Installation and Removal
a. 10 each individual lateral bypass installations and mobilizations.
b. Fusing and testing of all pipes.
c. Setting controls and level sensors on pump to reduce pump watch.
d. Plug setting and removal.
e. Removal and demobilization of all equipment.
f. Work is based off a 40-hour work week.
g. No redundancy on pump or pipe is included in bypass.
18. Lateral Bypass Operation and Rental
a. 176 day of equipment rental and fuel
b. 176 days of pump watch for 2 persons to check 10 pump stations.
c. Fuel is based on $4.00 dollars per gallon. Fuel escalation will be based on the EIA.gov
Rocky Mountain market rate and compensation will be paid through contractors’
contingency based off area average fuel rate index if market increases above $4.00 per
gallon for over a 30-day period.
19. Clear and Grubb for Bypass Piping on SRP / Wells Fargo
a. Clear overgrowth to access area and set up bypass pipe.
b. Disposal of vegetation removed from site.
c. Work based on 40-hour work week.
20. Bypass Trenching and Removal
a. Bypass Trenching for main bypass 5,500 LF of 10-foot-wide trench with 2.5 milled edges.
b. Backfill and temp paving during constructions.
c. Removal of bypass pipe and backfill post construction.
d. The permanent 6” pavement section accounted for in GMP.
e. All lateral bypass trenching figured at 5-foot width for asphalt removal and repairs.
f. Lateral trenching figured at 2’ x 2 depth.
g. Backfill and temporarily patch during bypass operation for lateral bypass.
h. Slurry backfills post construction and full depth 6” AC replacement for 5-foot width.
i.
Work based on 24-hour traffic control setup.
j. Work labor rates are set at 50-hour labor rates.
k. As proposed the temp and final pavement will be completed in 2 separate days. All pipes must
be in and backfilled prior to pavement.
l.
Slurry backfill trench with bypass pipe.
m. Permanent backfill will be ABC to passing compaction.
n. Price estimates that existing conditions will be satisfactory, and no over excavation or no
unsuitable materials will be encountered.
o. Included the cost for plates during installation and removal at area where traffic will be
required to cross trench prior to pavement installation.
p. Due to heavy haul at Queen Creek Road accommodations will be made with plating during
bypass to disperse the load from the bypass trench.
q. The lateral bypass trench will be backfilled with ABC prior to temporary pavement.
r. Lateral bypass final backfill will be completed ½ sack slurry.
s. Bid item includes lowering 11 existing sewer manholes or removal of manhole frame
and covers to complete work.
t. Bid item includes final restoration of manhole ring and covers with a City approved manhole
adjustment contractor.
21. Excavation and Backfill of Bypass Pipe Outside of Roadway
a. Excavation of pipe as needed on SRP or adjacent parcels of land to maintain access.
b. Backfill during bypass and final will be completed with native.
c. 85% compaction requirement will be met.
d. Estimate to be completed on a 40-hour work week.
22. Remove Bollards
a. Removal and disposal of bollards on plans.
b. Hardscape repair covered on concrete repair line item.
c. Work is based on 40-hour work week.
23. Remove and Replace Bollards
a. Removal and reinstall bollards for new manhole installation.
24. Furnish and Install 66” New Junction Structure
a. Installation of a 16’ round junction polymer structure.
b. Slurry Backfill
c. 3 new Hobas pipes approximately 5 ft in length.
d. 2 each pipe collars to existing 66-inch pipe.
e. Shoring, Equipment, and Manpower to Complete.
f. Crane to set structure into place.
g. Work based on 60-hour work weeks.
h. No final adjustment included due to hatch installation on the new structure.
i.
Hydro excavation around pipe and corners.
j. Dump fees.
k. Saw cut and removal of pipe.
l.
Testing of new structure.
m. Purchase of pipe and new structure.
n. All materials, labor, and equipment to perform work.
o. Grout exterior joints of structure.
p. One pipe plugs on future line.
q. Engineered shoring system.
r. Hatches.
s. Internal grating.
t. Installation of pipe to manhole west of junction structure.
25. Furnish & Install of OWRF Manhole
a. Hydro excavation to complete excavation in area for OWRF manhole install.
b. An engineered shoring system will be supplied.
c. 60-hour work weeks are assumed for this installation.
d. Demo and removal of existing structure.
e. Abandonment of 24-inch pipe at structure.
f. New 66-inch Hobas pipe and concrete collars to existing 66-inch T-lock pipe and 36-inch PVC
SDR26 pipe with concrete collar to connect to 36-inch T-lock Pipe.
g. Crane to set structure.
h. ½ sack slurry backfill.
i.
Testing once structure has been replaced and backfilled.
j. FRP transition seal on 36-inch will be reimbursed through FRP allowance.
26. OWRF Pump Back Station Abandonment
a. Excavation around existing structure to cut lid.
b. Saw cutting existing structure from shafts.
c. Removal of concrete structure lids, demo and haul off.
d. Backfill existing structures with ½ sack ABC slurry to cut edge.
e. Backfill with native to match existing grade.
f. No electrical removal will be completed as part of this scope.
g. Landscape restoration will be completed under the landscape allowance.
h. Work performed in conjunction with the OWRF manhole at 60-hour rates.
27. Abandon Existing Manhole
a. Remove tops of manholes,
b. Steel plates and milling to put traffic on during the construction.
c. ½ sack slurry to backfill barrel and ABC backfill to subgrade.
d. 1 day of a vactor truck to clean lines and manholes prior to abandonment.
e. Work based on 60-hour work week.
f. Only ground access will be abandoned the pipeline will still convey flow after abandonment.
g. Abandonment will happen post lining.
h. Concrete or asphalt restoration will be completed in their associated line items.
i.
Plate will not be milled during abandonment during slurry curing. A cold mixed edge will be
provided to maintain access.
28. General Conditions
a. Office rental 12 months of the project office trailer at OWRF due to shared location with price
42-inch project.
b. 12 months of job office expenses for supplies, printers, sundries for onsite office. This does
not match the project indirect due to shared use for 3 months with adjacent B&F project.
c. Office power will need to be established with SRP and all wires and equipment supplied by
CMAR. Monthly energy billings. This does not match the project indirect due to shared use for
3 months with adjacent B&F project.
d. ST&S for all operations including but not limited to gloves, glasses, batteries, power tools,
harnesses, rigging, fall protection devices, saw blades, small tool maintenance, and other PPE.
e. Software / Hardware / Devices: Contractor supplied Procore, Foundation, Tablets, Phones,
and Bid 2 Win
f. Water and ice for crews onsite.
g. Site security camera at OWRF gate
h. Project supervision 1 full time superintendent and ½ bypass superintendent during setup and
removal.
i.
Senior Project Manager Kelly Haberly
j. Project Engineering during the duration of the project.
k. Project dumpster service for project duration. This does not match the project indirect due to
shared use for 3 months with adjacent B&F project.
l.
Portable restrooms for project including each manned pump station and for manhole
installation crews.
ALLOWANCE SUMMARY
100. Traffic Control (Allowance)
a. This will be all costs associated with Traffic Control including but not limited to traffic control
plans, permits, devices, labor, equipment, temporary pedestrian relocation, light bagging, etc.
b. Visual Message Boards
c. Due to the amount of movement and specialty devices this was assumed at $1,600 per day
for 400 days with 15% total contract markup on the budget.
101. Officer (Allowance)
a. This will cover all cost associate with police officers’ presence on the site during work near a
lighted intersection.
b. The intent will always be to offer the work to Chandler PD prior to allowing other officers to
work on the project.
102. Quality Control Testing (Allowance)
a. All costs associated with testing on the project including but not limited to compaction,
concrete cylinder, sieve analysis, proctor, etc.
103. Construction Water (Allowance)
a. Cost for water on the project for all activating including but not limited to dust mitigation,
testing, CIPP, pipe cleaning, etc.
b. This will be reimbursed with the bills backing up the charges with all associated markups.
c. Budget based on 10,000,000 Gal at $3.5 per MG plus 15% markup per contract.
104. Public Outreach (Allowance)
a. Cost for all public outreach efforts including but not limited to public meetings, websites,
hotline management, flyers, door hanger, labor for distribution, email correspondence, data
collection, etc.
105. T-Lock Grouting (Allowance)
a. The grouting behind deteriorated concrete inside pipe during inspections and cleaning efforts.
106. Heavy Cleaning (Allowance)
a. Cleaning of heavy debris inside pipe with man entry and extraction to waste.
107. Landscape Restoration (Allowance)
a. Landscape restoration due to work in landscape areas.
108. Slurry Seal (Allowance)
a. Slurry seal for roadway post construction from median to curb and areas with pavement cuts.
109. Survey (Allowance)
a. Allowance to capture all GIS survey data for the city.
110. Striping (Allowance)
a. No quantity is known at GMP so this will be compensated for through invoices with associated
mark-ups.
111. FRP Seal (Allowance)
a. Allowance to compensate for FRP wrapping from CIPP termination to termination in pipe.
112. Polymer Manhole Purchase (Allowance)
a. Allowance to compensate for the purchase of the final manhole design. The allowance was
established by utilizing a quote provided at 60% for two new manholes with precast benches.
CMAR broke down the replacement to a vertical foot price off the two previously provided and
multiplied that by the desired replacement vertical foot.
b. The delivery allowance was estimated at $5,000.00 each for 16 manholes.
c. CMAR took the total freight and purchase estimate and multiplied by 1.18 to ensure proper
allowance to cover escalation, markups, and taxes.
CONTINGENCY
500. Contractors Contingency
a. This is based on the risk matrix provided and would cover but not be limited to items that are
not directly covered by the scope of work provided above.
501. Owner Contingency
b. The owner contingency is based off 5% of the contract value.
c. The contingency is based on an estimate if TCE are not acquired, and the pipe must run down
Price Road from Germaine to the OWRF plant. This includes trenching and changing pipes
from 3 each 24-inch pipes to 6 each 18-inch pipes.
Date: 4/29/2024
Amount
A. Cost of Work
A1 Cost of Work (self perform, no mark-up)
$14,767,238.05
A2 Cost of Work (subcontractors, suppliers, material)
$12,916,925.91
TOTAL COST OF WORK:
$27,724,615.65
B. General Conditions
$1,649,955.00
$29,374,570.65
C. CM@Risk's Fee
$2,496,838.51
SUBTOTAL 2 (A + B + C):
$31,871,409.16
D. Bonds and Insurance (on Subtotal 1)
D1 Bonds (Payment and Performance)
$293,745.71
D2 Insurance
$323,120.28
$616,865.99
SUBTOTAL 3 (SUBTOTAL 2 + BONDS & INS):
$32,488,275.15
E. Sales Tax
E1 Sales Tax (7.8% x 0.65)
$1,647,155.55
E2 Tax Credits
$0.00
$1,647,155.55
F. Approved Allowances
QTY
UOM
Unit Price Allowance Total
100 Traffic Control Allowance
1 AL
1,115,100.00
$
$1,115,100.00
101 Police Officer (Allowance)
1 AL
397,188.00
$
$397,188.00
102 Quality Control Testing
1 AL
52,200.00
$
$52,200.00
103 Construction Water
1 AL
61,950.00
$
$61,950.00
104 Public Outreach
1 AL
38,965.00
$
$38,965.00
105 T-Lock Grouting Allowance
160 HR
704.90
$
$112,784.32
106 Heavy Cleaning Allowance
1 AL
225,767.04
$
$225,767.04
107 Landscape Restoration
1 AL
194,700.00
$
$194,700.00
108 Slurry Seal
1 AL
285,000.00
$
$285,000.00
109 Survey
1 AL
28,750.00
$
$28,750.00
110 Striping
1 AL
74,750.00
$
$74,750.00
111 FRP Transition Allowance
1 AL
165,200.00
$
$165,200.00
112 Polymer Manhole Replacement Purchase
1 AL
1,601,136.10
$
$1,601,136.10
$4,353,490.46
G. Contingencies
G1
Contractors Contigency
$1,578,872.34
G2
Owner Contingency
$3,628,413.76
$5,207,286.10
$43,696,207.25
Establishment of Values:
a. Cost of Work (A) and Allowances (F) to be submitted with GMP Proposal.
b. General Conditions Cost (B) to be established in Baseline GMP.
c. CM@Risk Fee as set forth in Section 3.7.3 of this Contract
EXHIBIT D
TOTAL BONDS & INSURANCE:
TOTAL SALES TAX:
GUARANTEED MAXIMUM PRICE TOTAL:
TOTAL ALLOWANCES:
TOTAL CONTINGENCIES:
CM@RISK GMP SUMMARY (PAGE 2 of 2)
Project Name:
Project Location:
City of Chandler Project No.:
Price Road 66-inch Sewer Rehabiliation
Price Road From SR202 - OWRF Plant South of Queen Creek
WW2302.401
SUBTOTAL 1 (Cost of Work) (A + B):
CITY OF CHANDLER
WW2302.401 PRICE 66-INCH SEWER REHABILIATION PROJECT
GMP SCHEDULE OF VALUES
B F CONTRACTING, INC.
11011 N. 23RD AVE
PHOENIX, AZ 85029
623-582-1170
A
B
C
D
E
F
WW2302.401
1
Mobilization And Demobilization
1 LS
$ 847,120.34 $ 847,120.34
2
SWPPP
15 MO
$ 14,909.53 $ 223,642.95
3
Asphalt Demo And Patching
533 SY
$ 103.65 $ 55,245.45
4
Concrete Repairs
40 EACH
$ 4,779.34 $ 191,173.60
5
Furnish & Install 60-inch Manhole Installation Precast Manhole With 96-inch Base
16 EACH
$ 195,163.55 $ 3,122,616.80
6
Furnish & Install 60-inch Polymer Manhole With Cast In Place Bench
1 EACH
$ 122,792.90 $ 122,792.90
7
Heavy Cleaning Existing 66-inch Pipe
600 HR
$ 575.00 $ 345,000.00
8
Man Entry Cleaning Of 66-inch Sewer
12,867 LF
$ 4.52 $ 58,158.84
9
Post-CIPP Pano Of 66-inch Sewer
12,867 LF
$ 4.00 $ 51,468.00
10
Post Cleaning / Pre CIPP CCTV Inspection Of 66-inch Pipe
12,867 LF
$ 2.72 $ 34,998.24
11
Post Manhole Pano Video Inspection
19 EACH
$ 250.00 $ 4,750.00
12
CIPP Line 66-inch Sewer
12,867 LF
$ 611.98 $ 7,874,346.66
13
66-Inch Bypass Setup & Teardown
7 EACH
$ 230,223.81 $ 1,611,566.67
14
66-inch Bypass Operation
176 DY
$ 32,600.31 $ 5,737,654.56
15
36-inch Bypass Pump Station Setup And Removal
3 EACH
$ 12,583.20 $ 37,749.60
16
36-inch Bypass Rental And Operation
108 DY
$ 4,882.59 $ 527,319.72
17
Lateral Bypass Install And Removal
10 EACH
$ 37,295.15 $ 372,951.50
18
Lateral Bypass Operation
176 DY
$ 7,125.23 $ 1,254,040.48
19
Clear And Grub For Bypass Piping On SRP / Wells Fargo
1,900 LF
$ 30.62 $ 58,178.00
20
Bypass Trenching & Removal And Restoration
7,656 LF
$ 412.90 $ 3,161,162.40
21
Excavation For Bypass Outside Of Roadway
1,200 LF
$ 92.48 $ 110,976.00
22
Remove Bollards
4 EACH
$ 645.94 $ 2,583.76
23
Remove and Replace Bollards
4 EACH
$ 2,407.08 $ 9,628.32
24
Furnish And Install 66" New Junction Structure
1 EACH
$ 1,133,498.38 $ 1,133,498.38
25
Furnish & Install Of OWRF Manhole
1 EACH
$ 658,878.86 $ 658,878.86
26
Abandon OWRF Pump Back Station
2 EACH
$ 45,234.13 $ 90,468.26
27
Abandon Manhole
2 EACH
$ 13,322.68 $ 26,645.36
$ 27,724,615.65
SCHEDULED VALUE
ITEM
NO.
DESCRIPTION OF WORK
QTY
UNIT OF MEASURE
UNIT PRICE
Page 1 of 2
CITY OF CHANDLER
WW2302.401 PRICE 66-INCH SEWER REHABILIATION PROJECT
GMP SCHEDULE OF VALUES
B F CONTRACTING, INC.
11011 N. 23RD AVE
PHOENIX, AZ 85029
623-582-1170
A
B
C
D
E
F
SCHEDULED VALUE
ITEM
NO.
DESCRIPTION OF WORK
QTY
UNIT OF MEASURE
UNIT PRICE
General Conditions
28
General Conditions
15 MO
$ 109,997.00 $ 1,649,955.00
Subtotal with General Conditions
$ 29,374,570.65
8.5% Markup
$ 2,496,838.51
Total with OH&P
$ 31,871,409.16
Insurance and Bond on Subtotal of CMAR Direct Work + Overhead & Profit
Bond Cost (1%)
$ 293,745.71
Insurance Cost (1.1%)
$ 323,120.28
Subtotal Bond and Insurance
$ 616,865.99
Subtotal Bond and Insurance+ CMAR Direct Work + Overhead & Profit
$ 32,488,275.15
Sales Tax
Sales Tax
$ 1,647,155.55
Combined Total with Insurance, Bonds, & Tax
$ 34,135,430.70
ALLOWANCE
100
Traffic Control Allowance
1 AL
$ 1,115,100.00 $ 1,115,100.00
101
Police Officer (Allowance)
1 AL
$ 397,188.00 $ 397,188.00
102
Quality Control Testing
1 AL
$ 52,200.00 $ 52,200.00
103
Construction Water
1 AL
$ 61,950.00 $ 61,950.00
104
Public Outreach
1 AL
$ 38,965.00 $ 38,965.00
105
T-Lock Grouting Allowance
160 HR
$ 704.90 $ 112,784.32
106
Heavy Cleaning Allowance
1 AL
$ 225,767.04 $ 225,767.04
107
Landscape Restoration
1 AL
$ 194,700.00 $ 194,700.00
108
Slurry Seal
1 AL
$ 285,000.00 $ 285,000.00
109
Survey
1 AL
$ 28,750.00 $ 28,750.00
110
Striping
1 AL
$ 74,750.00 $ 74,750.00
111
FRP Transition Allowance
1 AL
$ 165,200.00 $ 165,200.00
112
Polymer Manhole Replacement Purchase
1 AL
$ 1,601,136.10 $ 1,601,136.10
Subtotal with Allowances
$ 4,353,490.46
500
Contractors Contingency
1 LS
$ 1,578,872.34 $ 1,578,872.34
501
Owner's Contingency
1 LS
$ 1,624,413.76 $ 1,624,413.76
502
Bypass Pipe Trenching in Roadway - Owner's Contingency
1 LS
$ 2,004,000.00 $ 2,004,000.00
Subtotal of Contingency
$ 5,207,286.10
ORIGINAL CONTRACT TOTALS
$ 43,696,207.25
Page 2 of 2
Cost Detail With Pricing Without Labor/Equipment
Project Name:
WW2302.401 - Price Road 66-inch Rehabilitation
GMP Rev1
Customer:
City of Chandler
Job Number:
24-3001-01
Bid Number: WW2302.401
Billing Address:
Mail Stop 407, P.O. Box 4008
Bid As:
B&F Contracting, Inc.
Chandler, AZ 85244 USA
Estimator:
Phone:
480-782-3310
Joshua Onstott
Project Address:
Price Road South Of 202 To South Of Queen
Creek Road, Chandler, AZ
Contact:
Raymond Potts
Completion Date:
1/24/2025
Pay Items
Total
Unit
Description
Quantity UM
Unit Price
Direct Cost
Total Price
Direct Cost
Markup
Percent
1 - Mobilization And Demobilization
1.00 LS
$847,120.34
$847,120.34
$847,425.11
$847,425.11
0.04%
Mobilize Equipment
58.00 EACH
$1,384.96
$80,327.68
GC-Mobilization Crew (1.00 EACH/DY, 58.00
DY)
58.00 EACH
$1,384.96
$80,327.68
3rd Party / B&F Utility Locating (New Manhole 3
Each In Roadway)
40.00 EACH
$1,200.00
$48,000.00
Yard Setup And Takedown
5.00 DY
$2,743.87
$13,719.36
GC-Site/Yard Setup & Takedown Crew (1.25
DY/DY, 4.00 DY)
5.00 DY
$2,743.87
$13,719.36
CIPP Mobe
1.00 EACH
$300,000.00
$300,000.00
Office Startup / Establishment
1.00 EACH
$22,300.00
$22,300.00
Internet
12.00 MO
$300.00
$3,600.00
Furniture
12.00 MO
$800.00
$9,600.00
Water Connection
1.00 EACH
$2,500.00
$2,500.00
Connex
12.00 MO
$550.00
$6,600.00
Asphalt Milling And Plating And Restoration Of
Yard
825.00 TON
$52.46
$43,281.20
GC-Site/Yard Setup & Takedown Crew (82.50
TON/DY, 10.00 DY)
825.00 TON
$41.13
$33,931.20
Milling
850.00 TON
$11.00
$9,350.00
Yard Crew
15.00 MO
$4,648.64
$69,729.60
GC-Site/Yard Setup & Takedown Crew (4.00
DY/MO, 60.00 DY)
15.00 MO
$4,648.64
$69,729.60
Main Trenching Asphalt Mobe First (Paveco)
1.00 EACH
$8,000.00
$8,000.00
Asphalt Mobe 15' Trench Patch (Paveco)
(Paveco)
3.00 EACH
$7,500.00
$22,500.00
Water Meters
11.00 EACH
$2,400.00
$26,400.00
Polymer Junction OWRF Structure And Manhole
1
1.00 LS
$119,400.00
$119,400.00
Project Signs
4.00 EACH
$2,500.00
$10,000.00
Cold Mix
550.00 TON
$151.75
$83,462.50
2 - SWPPP
15.00 MO
$14,909.53
$223,642.96
$14,914.89
$223,723.35
0.04%
SWPP Permit And Book
1.00 EACH
$6,500.00
$6,500.00
Inspections
46.00 EACH
$200.00
$9,200.00
Street Sweeping
15.00 MO
$8,000.00
$120,000.00
SWPP Maintenance
15.00 MO
$2,301.68
$34,525.20
SWPP Maintenance (1.00 DY/MO, 15.00 DY)
15.00 MO
$2,301.68
$34,525.20
Dust Maintenance Underbypass
6.00 MO
$8,902.96
$53,417.76
Water Truck (11.00 DY/MO, 66.00 DY)
6.00 MO
$8,902.96
$53,417.76
Page 1 of 10
4/25/2024 9:23:31 PM
3 - Asphalt Demo And Patching (P1 Paving
& Construction)
533.00 SY
$103.65
$55,245.45
$103.69
$55,266.77
0.04%
4 - Concrete Repairs
40.00 EACH
$4,779.34
$191,173.56
$4,781.06
$191,242.40
0.04%
CP-Concrete Curb & Gutter Crew (0.75
EACH/DY, 34.67 DY)
26.00 EACH
$4,105.92
$106,753.92
CP-Concrete Sidewalk Crew (1.00 EACH/DY,
14.00 DY)
14.00 EACH
$3,079.44
$43,112.16
Ready Mix Concrete - MAG AA 4000
57.75 CY
$160.41
$9,263.68
Concrete - Short Load Fee
17.00 EACH
$225.00
$3,825.00
Concrete Forms, Oil, Cure,
1.00 LS
$5,850.00
$5,850.00
Sawcut And Removal
40.00 EACH
$509.22
$20,368.80
CP-Sawcutting Small Crew (4.00 EACH/DY,
10.00 DY)
40.00 EACH
$509.22
$20,368.80
Washout
4.00 MO
$500.00
$2,000.00
5 - Furnish & Install 60-inch Manhole
Installation Precast Manhole With 96-inch
Base
16.00 EACH
$195,163.55
$3,122,616.72
$195,233.76
$3,123,740.16
0.04%
Install 60" Manhole
16.00 EACH
$185,560.55
$2,968,968.72
Hyrdo Excavate Around Pipe
16.00 EACH
$10,152.64
$162,442.24
GC-Combo Hydro Truck Crew (0.25
EACH/DY, 64.00 DY)
16.00 EACH
$10,152.64
$162,442.24
Cut Pipe
32.00 EACH
$1,800.00
$57,600.00
MH Adjustment
16.00 EACH
$1,420.04
$22,720.64
RH-Manhole Raised Crew (2.00 EACH/DY,
8.00 DY)
16.00 EACH
$1,420.04
$22,720.64
Excavate And Backfill Manhole
16.00 EACH
$142,265.33
$2,276,245.27
SL-Manhole Coated 7ft Diameter
Appurtenance Crew (0.12 EACH/DY,
136.00 DY)
16.00 EACH
$94,063.72
$1,505,019.52
Ready Mix - Slurry ABC Slurry 1/2 Sack
5,544.00 CY
$109.00
$604,296.00
Aggregate - ABC MAG Spec
346.50 TON
$21.50
$7,449.75
Trucking (1.00 DY, 110.00 Trucks, 55.00
EACH/HR)
440.00 EACH
$270.00
$118,800.00
Dump Fee - Concrete
64.00 LOAD
$195.00
$12,480.00
Dump Fee - Dirt
376.00 LOAD
$75.00
$28,200.00
Testing Structure
16.00 EACH
$2,861.42
$45,782.72
Manhole Testing (2.00 EACH/DY, 8.00 DY)
16.00 EACH
$2,861.42
$45,782.72
Install Pipe Collars (2 Each Every Manhole)
16.00 EACH
$11,334.77
$181,356.34
Install Pipe Collar 66" Pipe (0.31 EACH/DY,
51.43 DY)
16.00 EACH
$10,584.77
$169,356.34
Forms And Bar
16.00 EACH
$750.00
$12,000.00
Buy Pipe 66-inch
16.00 EACH
$12,192.86
$195,085.76
Ready Mix Concrete - MAG C 2000
189.00 CY
$146.75
$27,735.75
Crane
16.00 EACH
$9,603.00
$153,648.00
6 - Furnish & Install 60-inch Polymer
Manhole With Cast In Place Bench
1.00 EACH
$122,792.90
$122,792.90
$122,837.08
$122,837.08
0.04%
Install 60" Manhole With CIP Based
1.00 EACH
$122,792.90
$122,792.90
SL-Manhole Coated 7ft Diameter
Appurtenance Crew (0.20 EACH/DY, 5.00
DY)
1.00 EACH
$43,086.40
$43,086.40
Ready Mix - Slurry ABC Slurry 1/2 Sack
168.00 CY
$109.00
$18,312.00
Concrete Cast In Place Bench
1.00 EACH
$32,409.48
$32,409.48
SD-Structures Headwall 72in Appurtenance
Crew (0.25 EACH/DY, 4.00 DY)
1.00 EACH
$27,414.72
$27,414.72
Form / Rebar Cure
1.00 EACH
$2,568.00
$2,568.00
Ready Mix Concrete - MAG A 3000
15.75 CY
$154.08
$2,426.76
Hyrdo Excavate Around Pipe
1.00 EACH
$5,411.22
$5,411.22
GC-Combo Hydro Truck Crew (0.50
EACH/DY, 2.00 DY)
1.00 EACH
$5,411.22
$5,411.22
Manhole Adjustment (2.00 EACH/DY, 0.50
DY)
1.00 EACH
$1,337.80
$1,337.80
Manhole - Polymer Manhole - 60"
1.00 EACH
$22,236.00
$22,236.00
7 - Heavy Cleaning Existing 66-inch Pipe
600.00 HR
$591.27
$354,762.50
$575.00
$345,000.00
-2.75%
Heavy Cleaning
600.00 HR
$575.69
$345,412.50
GC-Combo Hydro Truck Crew (8.00 HR/DY,
75.00 DY)
600.00 HR
$346.59
$207,952.50
GC-CCTV Crew (8.00 HR/DY, 75.00 DY)
600.00 HR
$229.10
$137,460.00
Page 2 of 10
4/25/2024 9:23:31 PM
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
Total
Unit
Description
Quantity UM
Unit Price
Direct Cost
Total Price
Direct Cost
Markup
Percent
Dump Fees
22.00 EACH
$425.00
$9,350.00
8 - Man Entry Cleaning Of 66-inch Sewer
12,867.00 LF
$4.52
$58,201.66
$4.52
$58,158.84
-0.07%
Man Entry T-lock Removal
12,867.00 LF
$4.52
$58,201.66
T-Lock Removal - No Grout Back (625.00
LF/DY, 20.59 DY)
12,867.00 LF
$4.52
$58,201.66
9 - Post-CIPP Pano Of 66-inch Sewer
12,867.00 LF
$4.00
$51,468.00
$4.00
$51,468.00
0.00%
Post Pano (Dukes Root Control)
12,867.00 LF
$4.00
$51,468.00
10 - Post Cleaning / Pre CIPP CCTV
Inspection Of 66-inch Pipe
12,867.00 LF
$2.72
$35,000.00
$2.72
$34,998.24
-0.01%
GC-CCTV Crew (804.19 LF/DY, 16.00 DY)
12,867.00 LF
$2.72
$35,000.00
11 - Post Manhole Pano Video Inspection
19.00 EACH
$250.00
$4,750.00
$250.09
$4,751.71
0.04%
Inspection
19.00 EACH
$250.00
$4,750.00
12 - CIPP Line 66-inch Sewer
12,867.00 LF
$611.98
$7,874,395.29
$612.20
$7,877,177.40
0.04%
CIPP
12,867.00 LF
$589.00
$7,578,663.00
CIPP Support
12,867.00 LF
$2.67
$34,393.09
RH-CIPP Lining Support Crew (512.00
EACH/DY, 25.13 DY)
12,867.00 EACH
$2.67
$34,393.09
Water Supply Trenching
600.00 LF
$150.58
$90,349.40
Water Supply Trenching In Road (60.00
LF/DY, 10.00 DY)
600.00 LF
$131.20
$78,720.40
Aggregate - ABC MAG Spec
66.00 TON
$21.50
$1,419.00
Dump Fees
12.00 LOAD
$670.83
$8,050.00
Dump Fee - Asphalt [8]
8.00 LOAD
$100.00
$6,400.00
Dump Fee - Dirt
22.00 LOAD
$75.00
$1,650.00
Trucking (5.63 DY, 0.36 Trucks, 0.18
LOAD/HR)
8.00 LOAD
$270.00
$2,160.00
Water Supply Backfill
600.00 LF
$56.10
$33,658.58
SL-PVC SDR 21 18in Art Extra Large
Diameter Crew (120.00 LF/DY, 5.00 DY)
600.00 LF
$34.74
$20,845.80
Ready Mix - Slurry Sand Slurry 1/2 Sack
35.70 CY
$109.00
$3,891.30
CP-Sawcutting Small Crew (800.00 LF/DY,
1.50 DY)
1,200.00 LF
$3.57
$4,281.48
Dump Fees
12.00 LOAD
$116.67
$1,400.00
Dump Fee - Asphalt
5.00 LOAD
$100.00
$500.00
Dump Fee - Dirt
12.00 LOAD
$75.00
$900.00
Trucking (21.19 DY, 0.14 Trucks, 0.07
LOAD/HR)
12.00 LOAD
$270.00
$3,240.00
Water Supply Rental 6 Locations
1,250.00 LF
$50.87
$63,593.02
Water Supply Patching
333.00 SY
$153.00
$50,949.00
Water Supply Permanent Pavement Patch
333.00 SY
$82.00
$27,306.00
Water Supply Temp Pavement Patch
333.00 SY
$71.00
$23,643.00
Water Supply Wedling
1,250.00 LF
$18.23
$22,789.20
RH-Bypass Fusion <12in Crew (178.57
LF/DY, 7.00 DY)
1,250.00 LF
$18.23
$22,789.20
13 - 66-Inch Bypass Setup & Teardown
7.00 EACH
$230,223.81
$1,611,566.68
$230,306.64
$1,612,146.48
0.04%
Mobilization / Demobe Bypass Equipment
1.00 EACH
$280,862.24
$280,862.24
Mobe Large Pipe
59,060.00 UNIT
$1.66
$97,975.20
GC-Mobilization Crew (1,968.67 LF/DY,
30.00 DY)
59,060.00 LF
$1.66
$97,975.20
Mobe Pumps
7.00 EACH
$3,265.84
$22,860.88
GC-Mobilization Crew (1.00 EACH/DY, 7.00
DY)
7.00 EACH
$3,265.84
$22,860.88
Mobe Appurtenances
5.00 UNIT
$1,632.92
$8,164.60
GC-Mobilization Crew (2.00 EACH/DY, 2.50
DY)
5.00 EACH
$1,632.92
$8,164.60
Demobe Mobe Large Pipe
59,060.00 UNIT
$2.05
$120,836.08
GC-Mobilization Crew (1,596.22 EACH/DY,
37.00 DY)
59,060.00 EACH
$2.05
$120,836.08
Demobe Pumps
7.00 EACH
$3,265.84
$22,860.88
GC-Mobilization Crew (1.00 EACH/DY, 7.00
DY)
7.00 EACH
$3,265.84
$22,860.88
Mobe Appurtenances
5.00 UNIT
$1,632.92
$8,164.60
GC-Mobilization Crew (2.00 EACH/DY, 2.50
DY)
5.00 EACH
$1,632.92
$8,164.60
Page 3 of 10
4/25/2024 9:23:31 PM
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
Total
Unit
Description
Quantity UM
Unit Price
Direct Cost
Total Price
Direct Cost
Markup
Percent
Set-Up 66-inch Bypass Pump Station
1.00 EACH
$348,007.23
$348,007.23
Cut Coupons
2.00 EACH
$2,800.00
$5,600.00
Repair T-Lock Coupons (Sonco Construction,
Inc.)
2.00 EACH
$11,000.00
$22,000.00
Setup Pumps
7.00 EACH
$9,252.25
$64,765.76
Crane To Setup Pumps
2.00 DY
$5,600.00
$11,200.00
RH-Bypass Sewer Setup Crew (0.50
EACH/DY, 14.00 DY)
7.00 EACH
$7,223.68
$50,565.76
Cribbing For Piping
1.00 EACH
$3,000.00
$3,000.00
Excavation To Stockpile ADOT For Pumps
1.00 EACH
$85,702.40
$85,702.40
RH-Excavation Subcut & Suction Pits (0.10
DY/DY, 10.00 DY)
1.00 DY
$75,442.40
$75,442.40
Trucking (4.75 DY, 2.00 Trucks, 1.00
LOAD/HR)
38.00 LOAD
$270.00
$10,260.00
Backfill And Grade ADOT Post Bypass
1.00 EACH
$60,617.52
$60,617.52
Embank Subcut To Original Dimensions
(0.11 EACH/DY, 9.00 DY)
1.00 EACH
$60,617.52
$60,617.52
Pour Concrete In Suction Pit
2.00 EACH
$4,177.58
$8,355.16
SL-Manhole Non-Coated 7ft Diameter
Appurtenance Crew (1.00 EACH/DY, 2.00
DY)
2.00 EACH
$2,944.88
$5,889.76
Ready Mix Concrete - MAG C 2000
16.80 CY
$146.75
$2,465.40
Excavation And Backfill Suction Pits
2.00 EACH
$50,483.20
$100,966.39
Excavate Suction Pits (0.33 EACH/DY, 6.00
DY)
2.00 EACH
$19,782.96
$39,565.92
Ready Mix - Slurry ABC Slurry 1/2 Sack
231.00 CY
$109.00
$25,179.00
Backfill Pits Remove CMP (0.67 EACH/DY,
3.00 DY)
2.00 EACH
$5,696.40
$11,392.80
Buy CMP 10'
2.00 EACH
$4,560.92
$9,121.84
GC-Combo Hydro Truck Crew (0.67
EACH/DY, 3.00 DY)
2.00 EACH
$4,058.42
$8,116.83
Trucking (4.00 DY, 1.38 Trucks, 0.69
LOAD/HR)
22.00 LOAD
$270.00
$5,940.00
Dump Fee - Dirt
22.00 LOAD
$75.00
$1,650.00
Fuse Pipe For 66" Bypass
59,060.00 LF
$10.85
$640,750.17
24" Fusion
26,184.00 LF
$10.10
$264,465.38
RH-Bypass Fusion 18in< Crew (600.00
LF/DY, 43.64 DY)
26,184.00 LF
$10.10
$264,465.38
18-inch Fusion
32,875.00 LF
$5.91
$194,205.78
RH-Bypass Fusion 12-18in Crew (800.00
LF/DY, 41.09 DY)
32,875.00 LF
$5.91
$194,205.78
24" Misc. Fusion
42.00 EACH
$1,151.74
$48,373.25
RH-Bypass Fusion 24in< Crew (5.00
EACH/DY, 8.40 DY)
42.00 EACH
$1,151.74
$48,373.25
18-inch Misc Fusion
25.00 EACH
$595.60
$14,890.00
RH-Bypass Fusion 12-18in Crew (8.00
EACH/DY, 3.13 DY)
25.00 EACH
$595.60
$14,890.00
Testing
59,060.00 LF
$0.66
$38,758.80
GC-Chlorine & Pressure Test Crew
(3,937.33 LF/DY, 15.00 DY)
59,060.00 LF
$0.66
$38,758.80
Crossing Delays
5.00 EACH
$16,011.39
$80,056.96
RH-Bypass Fusion 12-18in Crew (0.42
EACH/DY, 12.00 DY)
5.00 EACH
$11,435.52
$57,177.60
RH-Bypass Fusion 24in< Crew (1.25
EACH/DY, 4.00 DY)
5.00 EACH
$4,575.87
$22,879.36
Price Junction Structure Bypass Tie In
1.00 EACH
$16,314.68
$16,314.68
WL-DIP CL 50 24in Art Extra Large Diameter
Crew (0.50 EACH/DY, 2.00 DY)
1.00 EACH
$10,824.96
$10,824.96
Buy Tie In Fitting
1.00 EACH
$5,489.72
$5,489.72
Remove Bypass Pump Station
1.00 EACH
$46,652.48
$46,652.48
RH-Bypass Sewer Takedown Crew (0.14
DY/DY, 7.00 DY)
1.00 DY
$29,852.48
$29,852.48
Crane To Remove Pumps / Pipe
3.00 EACH
$5,600.00
$16,800.00
Remove 66" Pipe
59,060.00 LF
$3.29
$194,096.06
RH-Bypass Sewer Takedown Crew (1,968.67
LF/DY, 30.00 DY)
59,060.00 LF
$2.30
$136,096.80
Page 4 of 10
4/25/2024 9:23:31 PM
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
Total
Unit
Description
Quantity UM
Unit Price
Direct Cost
Total Price
Direct Cost
Markup
Percent
Flush Pipe & Pigging Crew
59,060.00 LF
$0.98
$57,999.26
Flushing & Pigging Crew (4,921.67
EACH/DY, 12.00 DY)
59,060.00 EACH
$0.96
$56,499.26
Chlorine And Dechlorine
1.00 EACH
$1,500.00
$1,500.00
Remove And Reinstall Price Juction Structure
Piping
1.00 EACH
$31,261.28
$31,261.28
WL-DIP CL 50 24in Art Extra Large Diameter
Crew (0.25 EACH/DY, 4.00 DY)
1.00 EACH
$21,761.28
$21,761.28
New Extended Range Coupler/Gaskets/Bolt
Pack Backer Rings
1.00 EACH
$9,500.00
$9,500.00
Remove And Replace Discharge Manhole
1.00 EACH
$19,003.36
$19,003.36
RH-Bypass Sewer Setup Crew (0.33
EACH/DY, 3.00 DY)
1.00 EACH
$18,453.36
$18,453.36
Buy Manhole Section
1.00 EACH
$550.00
$550.00
SRP Emergency Flush Piping
1.00 LS
$34,619.18
$34,619.18
Tie Into 8-inch Main With Valve
1.00 EACH
$13,711.33
$13,711.33
WL-DIP PC 350 8in Raw Medium Diameter
Crew (1.00 EACH/DY, 1.00 DY)
1.00 EACH
$5,101.92
$5,101.92
SRP Flushing Station Piping Assembly
1.00 EACH
$8,609.41
$8,609.41
Remove Temp Line And Cap
1.00 EACH
$5,338.42
$5,338.42
WL-DIP PC 350 8in Raw Medium Diameter
Crew (1.00 EACH/DY, 1.00 DY)
1.00 EACH
$5,101.92
$5,101.92
Aggregate - ABC MAG Spec
11.00 TON
$21.50
$236.50
Set Up / Test / Remove Temp Line
1.00 LS
$5,239.20
$5,239.20
RH-Bypass Fusion <12in Crew (0.67
LS/DY, 1.50 DY)
1.00 LS
$5,239.20
$5,239.20
Rental During Bypass
167.00 DY
$61.86
$10,330.23
14 - 66-inch Bypass Operation
176.00 DY
$32,600.31
$5,737,654.24
$32,612.04
$5,739,719.04
0.04%
Rental Equipment And Fuel
176.00 DY
$27,479.18
$4,836,335.36
Spill Kits
2.00 EACH
$850.00
$1,700.00
Pump Watch And Equipment
176.00 DY
$5,121.13
$901,318.88
Dumpster Service
176.00 DY
$22.73
$4,000.48
15 - 36-inch Bypass Pump Station Setup
And Removal
3.00 EACH
$12,583.20
$37,749.60
$12,587.73
$37,763.19
0.04%
Unload / Load Materials
2.00 DY
$1,950.16
$3,900.32
Setup Pumps
3.00 EACH
$2,394.51
$7,183.52
RH-Bypass Sewer Setup Crew (1.50
EACH/DY, 2.00 DY)
3.00 EACH
$2,394.51
$7,183.52
18-inch Fusion
400.00 LF
$5.96
$2,382.40
RH-Bypass Fusion 12-18in Crew (800.00
LF/DY, 0.50 DY)
400.00 LF
$5.96
$2,382.40
Testing
3.00 EACH
$309.63
$928.88
GC-Chlorine & Pressure Test Crew (12.00
EACH/DY, 0.25 DY)
3.00 EACH
$309.63
$928.88
Remove Bypass Pump Station
3.00 EACH
$2,891.84
$8,675.52
RH-Bypass Sewer Takedown Crew (1.50
EACH/DY, 2.00 DY)
3.00 EACH
$2,891.84
$8,675.52
18-inch Misc Fusion
10.00 EACH
$476.48
$4,764.80
RH-Bypass Fusion 12-18in Crew (10.00
EACH/DY, 1.00 DY)
10.00 EACH
$476.48
$4,764.80
Mobilization / Demobe
3.00 UNIT
$3,304.72
$9,914.16
Mobe Pumps
3.00 EACH
$1,101.57
$3,304.72
GC-Mobilization Crew (3.00 EACH/DY, 1.00
DY)
3.00 EACH
$1,101.57
$3,304.72
Mobe Pipe And Appurtenance
3.00 EACH
$550.79
$1,652.36
GC-Mobilization Crew (6.00 EACH/DY, 0.50
DY)
3.00 EACH
$550.79
$1,652.36
DeMobe Pumps
3.00 EACH
$1,101.57
$3,304.72
GC-Mobilization Crew (3.00 EACH/DY, 1.00
DY)
3.00 EACH
$1,101.57
$3,304.72
DeMobe Pipe And Appurtenance
3.00 EACH
$550.79
$1,652.36
GC-Mobilization Crew (6.00 EACH/DY, 0.50
DY)
3.00 EACH
$550.79
$1,652.36
16 - 36-inch Bypass Rental And Operation
108.00 DY
$4,882.59
$527,320.16
$4,884.35
$527,509.80
0.04%
Page 5 of 10
4/25/2024 9:23:31 PM
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
Total
Unit
Description
Quantity UM
Unit Price
Direct Cost
Total Price
Direct Cost
Markup
Percent
Equipment And Fuel
108.00 DY
$1,780.91
$192,338.72
Bypass Equipment
108.00 DY
$1,780.91
$192,338.72
Spill Kit
1.00 EACH
$850.00
$850.00
Pump Watch
108.00 DY
$3,101.68
$334,981.44
RH-Bypass Sewer Pump Watch Crew (1.00
DY/DY, 108.00 DY)
108.00 DY
$3,101.68
$334,981.44
17 - Lateral Bypass Install And Removal
10.00 EACH
$37,295.15
$372,951.53
$37,308.57
$373,085.70
0.04%
Setup Up
10.00 EACH
$18,329.64
$183,296.40
Fuse Lateral Bypass
5,400.00 LF
$12.70
$68,558.40
RH-Bypass Sewer Setup Crew (300.00
LF/DY, 18.00 DY)
5,400.00 LF
$12.70
$68,558.40
Setup Pump Station
10.00 EACH
$6,583.20
$65,832.00
RH-Bypass Sewer Setup Crew (0.50
EACH/DY, 20.00 DY)
10.00 EACH
$6,583.20
$65,832.00
Set Plugs / Level Sensors
10.00 EACH
$2,215.24
$22,152.40
Set Level Sensor (1.00 EACH/DY, 10.00
DY)
10.00 EACH
$2,215.24
$22,152.40
Test Lateral Pipe
10.00 EACH
$2,675.36
$26,753.60
GC-Chlorine & Pressure Test Crew (1.00
EACH/DY, 10.00 DY)
10.00 EACH
$2,675.36
$26,753.60
Teardown
10.00 EACH
$12,356.07
$123,560.73
RH-Bypass Sewer Takedown Crew (0.50
EACH/DY, 20.00 DY)
10.00 EACH
$7,843.36
$78,433.60
Remove Plugs / Level Sensors
10.00 EACH
$1,208.31
$12,083.13
RH-Bypass Sewer Pump Watch Crew (1.83
EACH/DY, 5.45 DY)
10.00 EACH
$1,208.31
$12,083.13
Flush Lateral Pipe
10.00 EACH
$3,304.40
$33,044.00
GC-Chlorine & Pressure Test Crew (1.00
EACH/DY, 10.00 DY)
10.00 EACH
$3,304.40
$33,044.00
Mobe
10.00 EACH
$3,304.72
$33,047.20
GC-Mobilization Crew (1.00 EACH/DY, 10.00
DY)
10.00 EACH
$3,304.72
$33,047.20
DeMobe
10.00 EACH
$3,304.72
$33,047.20
GC-Mobilization Crew (1.00 EACH/DY, 10.00
DY)
10.00 EACH
$3,304.72
$33,047.20
18 - Lateral Bypass Operation
176.00 DY
$7,125.23
$1,254,040.86
$7,127.80
$1,254,492.80
0.04%
Pump And Equipment Rental
176.00 DY
$3,631.63
$639,167.26
Fuel
176.00 DY
$594.00
$104,544.00
Pump Watch And Equipment
176.00 DY
$3,493.60
$614,873.60
RH-Bypass Sewer Pump Watch Crew (1.00
DY/DY, 176.00 DY)
176.00 DY
$3,493.60
$614,873.60
19 - Clear And Grub For Bypass Piping On
SRP / Wells Fargo
1,900.00 LF
$30.62
$58,184.88
$30.63
$58,197.00
0.02%
GC-Clear And Grub (150.00 LF/DY, 12.67 DY)
1,900.00 LF
$29.76
$56,534.88
Dump Fees - Vegetation
22.00 EACH
$75.00
$1,650.00
20 - Bypass Trenching & Removal And
Restoration
7,656.00 LF
$412.90
$3,161,150.41
$413.05
$3,162,310.80
0.04%
Trenching
5,500.00 LF
$193.87
$1,066,260.00
SL-PVC SDR 21 18in Art Extra Large
Diameter Crew (100.00 LF/DY, 55.00 DY)
5,500.00 LF
$94.26
$518,436.60
Ready Mix - Slurry Sand Slurry 1/2 Sack
3,229.80 CY
$109.00
$352,048.20
Dump Fees
484.00 UNIT
$83.06
$40,200.00
Dump Fee - Asphalt
156.00 LOAD
$100.00
$15,600.00
Dump Fee - Dirt
328.00 LOAD
$75.00
$24,600.00
Trucking (21.19 DY, 5.71 Trucks, 2.86
LOAD/HR)
484.00 LOAD
$270.00
$130,680.00
CP-Sawcutting Small Crew (900.00 LF/DY,
12.22 DY)
11,000.00 LF
$2.26
$24,895.20
Backfill
5,500.00 LF
$148.34
$815,891.17
SL-PVC SDR 21 18in Art Extra Large
Diameter Crew (100.00 LF/DY, 55.00 DY)
5,500.00 LF
$97.44
$535,904.60
Aggregate - ABC MAG Spec
6,405.30 TON
$21.50
$137,713.95
CP-Sawcutting Large Crew (900.00 LF/DY,
12.22 DY)
11,000.00 LF
$5.62
$61,792.62
Page 6 of 10
4/25/2024 9:23:31 PM
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
Total
Unit
Description
Quantity UM
Unit Price
Direct Cost
Total Price
Direct Cost
Markup
Percent
Dump Fees
229.00 UNIT
$81.44
$18,650.00
Dump Fee - Asphlat
68.00 LOAD
$100.00
$6,800.00
Dump Fee - Dirt
158.00 LOAD
$75.00
$11,850.00
Trucking (21.19 DY, 2.70 Trucks, 1.35
LOAD/HR)
229.00 LOAD
$270.00
$61,830.00
Temporary Patch On Main Bypass Trench
9,083.00 SY
$24.00
$217,992.00
Main Bypass Trench Permanent Patch
9,083.00 SY
$57.12
$518,820.96
Lateral Bypass Trenching
2,156.00 LF
$108.07
$232,988.98
SL-PVC SDR 21 18in Art Extra Large
Diameter Crew (97.50 LF/DY, 22.11 DY)
2,156.00 LF
$90.09
$194,236.36
Aggregate - ABC MAG Spec
481.80 TON
$21.50
$10,358.70
Dump Fees
33.00 LOAD
$294.70
$9,725.00
Dump Fee - Asphalt [8]
10.00 LOAD
$100.00
$8,000.00
Dump Fee - Dirt
23.00 LOAD
$75.00
$1,725.00
Trucking (5.63 DY, 1.47 Trucks, 0.73
LOAD/HR)
33.00 LOAD
$270.00
$8,910.00
CP-Sawcutting Small Crew (900.00 LF/DY,
4.79 DY)
4,312.00 LF
$2.26
$9,758.92
Lateral Bypass Backfill
2,156.00 LF
$53.11
$114,513.59
SL-PVC SDR 21 18in Art Extra Large
Diameter Crew (200.00 LF/DY, 10.78 DY)
2,156.00 LF
$28.27
$60,947.96
Ready Mix - Slurry Sand Slurry 1/2 Sack
294.00 CY
$109.00
$32,046.00
CP-Sawcutting Small Crew (900.00 LF/DY,
4.79 DY)
4,312.00 LF
$3.35
$14,444.63
Dump Fees
20.00 LOAD
$83.75
$1,675.00
Dump Fee - Asphalt
7.00 LOAD
$100.00
$700.00
Dump Fee - Dirt
13.00 LOAD
$75.00
$975.00
Trucking (21.19 DY, 0.24 Trucks, 0.12
LOAD/HR)
20.00 LOAD
$270.00
$5,400.00
Adjustment
11.00 EACH
$1,689.16
$18,580.71
SL-Manhole Coated Adjust Appurtenance
Crew (3.00 EACH/DY, 3.67 DY)
11.00 EACH
$1,188.91
$13,077.97
Ready Mix Concrete - MAG AA 4000
11.55 CY
$160.41
$1,852.74
Adjustment Rings
11.00 EACH
$250.00
$2,750.00
Concrete - Short Load Fee
4.00 EACH
$225.00
$900.00
Lateral Bypass Temp Pavement
1,151.00 SY
$71.00
$81,721.00
Lateral Bypass Permanent Pavement Patch
1,151.00 SY
$82.00
$94,382.00
21 - Excavation For Bypass Outside Of
Roadway
1,200.00 LF
$92.48
$110,979.52
$92.52
$111,024.00
0.04%
Trenching
1,200.00 LF
$43.94
$52,727.04
SL-PVC SDR 21 18in Art Extra Large
Diameter Crew (150.00 LF/DY, 8.00 DY)
1,200.00 LF
$43.94
$52,727.04
Backfill
1,200.00 LF
$46.04
$55,252.48
SL-PVC SDR 21 18in Art Extra Large
Diameter Crew (150.00 LF/DY, 8.00 DY)
1,200.00 LF
$46.04
$55,252.48
Irrigation Canal Bridge
1.00 EACH
$3,000.00
$3,000.00
22 - Remove Bollards
4.00 EACH
$645.94
$2,583.76
$646.17
$2,584.68
0.04%
CP-Bollard 6in Crew (4.00 EACH/DY, 1.00 DY)
4.00 EACH
$645.94
$2,583.76
23 - Remove And Replace Bollards
4.00 EACH
$2,407.08
$9,628.32
$2,407.95
$9,631.80
0.04%
CP-Bollard 6in Crew (2.00 EACH/DY, 2.00 DY)
4.00 EACH
$1,453.00
$5,812.00
Ready Mix Concrete - MAG A 3000
4.00 CY
$154.08
$616.32
Bollard - Bollard 6in
4.00 EACH
$800.00
$3,200.00
24 - Furnish And Install 66" New Junction
Structure
1.00 EACH
$1,133,498.38
$1,133,498.38 $1,133,906.17
$1,133,906.17
0.04%
Excavation And Backfill Of Structure
1.00 EACH
$301,434.00
$301,434.00
SL-PVC SDR 35 60in< Res Extra Large
Diameter Crew (0.04 EACH/DY, 25.00 DY)
1.00 EACH
$301,434.00
$301,434.00
Pipe Collar Connections
3.00 EACH
$7,595.66
$22,786.99
SD-Collar 60in Crew (0.86 EACH/DY, 3.50
DY)
3.00 EACH
$6,491.89
$19,475.68
Formwork And Supplies
1.00 LS
$1,000.00
$1,000.00
Ready Mix Concrete - MAG C 2000
15.75 CY
$146.75
$2,311.31
Soft Dig Corners / Pipe
10.00 DY
$2,772.70
$27,727.00
Page 7 of 10
4/25/2024 9:23:31 PM
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
Total
Unit
Description
Quantity UM
Unit Price
Direct Cost
Total Price
Direct Cost
Markup
Percent
GC-Combo Hydro Truck Crew (1.00 DY/DY,
10.00 DY)
10.00 DY
$2,772.70
$27,727.00
Shoring Rental
1.00 EACH
$61,724.00
$61,724.00
Ready Mix - Slurry ABC Slurry 1/2 Sack
446.25 CY
$109.00
$48,641.25
Buy Structure
1.00 EACH
$554,795.00
$554,795.00
Saw Cut Pipe
2.00 EACH
$1,500.00
$3,000.00
Aggregate - ABC MAG Spec
63.80 TON
$21.50
$1,371.70
Buy Pipe Materials
80.00 LF
$609.64
$48,771.20
Trucking (6.25 DY, 2.40 Trucks, 1.20 EACH/HR)
60.00 EACH
$270.00
$16,200.00
Dump Fees
65.00 EACH
$76.92
$5,000.00
Dump Fee - Concrete
5.00 LOAD
$100.00
$500.00
Dump Fee - Dirt
60.00 LOAD
$75.00
$4,500.00
Crane
1.00 EACH
$25,938.00
$25,938.00
Testing Structure
1.00 EACH
$12,389.74
$12,389.74
Manhole Testing (0.67 EACH/DY, 1.50 DY)
1.00 EACH
$10,339.74
$10,339.74
Grout Exterior Joint
100.00 EACH
$20.50
$2,050.00
66-inch Pipe Plug For Future Line
1.00 EACH
$3,719.49
$3,719.49
SD-Cut & Plug Extra Large Diameter Crew
(3.00 EACH/DY, 0.33 DY)
1.00 EACH
$2,959.49
$2,959.49
Cement - Concrete Mix 60#
50.00 BAG
$10.00
$500.00
Block
65.00 EACH
$4.00
$260.00
25 - Furnish & Install Of OWRF Manhole
1.00 EACH
$658,878.86
$658,878.86
$659,115.90
$659,115.90
0.04%
Confined Space Support
11.00 DY
$826.44
$9,090.84
Buy Pipe
20.00 LF
$609.64
$12,192.80
Materials
1.00 EACH
$230,853.70
$230,853.70
Aggregate - ABC MAG Spec
52.80 TON
$21.50
$1,135.20
Ready Mix - Slurry ABC Slurry
661.50 CY
$109.00
$72,103.50
Buy Structure
1.00 EACH
$157,615.00
$157,615.00
Shoring
1.00 EACH
$60,816.00
$60,816.00
Hydro Excavate Pipe
830.00 CY
$313.00
$259,789.76
Hydro Excavate
830.00 CY
$313.00
$259,789.76
GC-Combo Hydro Truck Crew (25.94
CY/DY, 32.00 DY)
830.00 CY
$214.78
$178,270.08
Set Slide Rail (37.73 EACH/DY, 22.00 DY)
830.00 EACH
$98.22
$81,519.68
Set Structure
1.00 EACH
$15,048.00
$15,048.00
Demo Existing Structure
1.00 EACH
$42,755.20
$42,755.20
Demo Existing Structure (0.20 EACH/DY,
5.00 DY)
1.00 EACH
$42,755.20
$42,755.20
Install Pipe Collars
3.00 EACH
$4,952.32
$14,856.96
Install Pipe Collar 36" & 66" Pipe (0.75
EACH/DY, 4.00 DY)
3.00 EACH
$4,952.32
$14,856.96
Stacking Out Structure
1.00 EACH
$6,668.00
$6,668.00
Stack Structure (1.00 EACH/DY, 1.00 DY)
1.00 EACH
$6,668.00
$6,668.00
Testing Structure
1.00 EACH
$3,097.60
$3,097.60
Manhole Testing (2.00 EACH/DY, 0.50 DY)
1.00 EACH
$3,097.60
$3,097.60
Buy 36-inch PVC
14.00 LF
$265.00
$3,710.00
26 - Abandon OWRF Pump Back Station
2.00 EACH
$45,234.13
$90,468.27
$45,250.41
$90,500.82
0.04%
Demo Existing Structure
2.00 EACH
$40,378.75
$80,757.49
Demo Existing Structure (0.33 EACH/DY,
6.00 DY)
2.00 EACH
$25,653.12
$51,306.24
Trucking (2.00 DY, 1.25 Trucks, 0.13
EACH/HR)
2.00 EACH
$1,350.00
$2,700.00
Dump Fee - Concrete
10.00 LOAD
$100.00
$1,000.00
Ready Mix - Slurry ABC Slurry 1/2 Sack
236.25 CY
$109.00
$25,751.25
Saw Cut Structure
2.00 EACH
$3,000.00
$6,000.00
Plug Drain
1.00 EACH
$3,710.78
$3,710.78
Demo Existing Structure (1.00 EACH/DY,
1.00 DY)
1.00 EACH
$2,177.60
$2,177.60
Ready Mix Concrete - MAG C 2000
2.10 CY
$146.75
$308.18
Block For Plugs
100.00 BAG
$10.00
$1,000.00
Concrete - Short Load Fee
1.00 EACH
$225.00
$225.00
Page 8 of 10
4/25/2024 9:23:31 PM
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
Total
Unit
Description
Quantity UM
Unit Price
Direct Cost
Total Price
Direct Cost
Markup
Percent
27 - Abandon Manhole
2.00 EACH
$13,322.68
$26,645.36
$13,327.47
$26,654.94
0.04%
Abandon Manhole (0.50 EACH/DY, 4.00 DY)
2.00 EACH
$8,186.88
$16,373.76
Ready Mix - Slurry ABC Slurry 1/2 Sack
92.40 CY
$109.00
$10,071.60
Dump Fee - Concrete
2.00 LOAD
$100.00
$200.00
28 - General Conditions
15.00 MO
$109,996.84
$1,649,952.60
$109,997.00
$1,649,955.00
0.00%
Office Rental
12.00 MO
$3,250.00
$39,000.00
Office Trailer Rental
12.00 MO
$3,250.00
$39,000.00
Job Office Expense
12.00 MO
$500.00
$6,000.00
Office Power
12.00 MO
$500.00
$6,000.00
ST&S
73,769.00 MH
$3.00
$221,307.00
Software / Hardware / Devices
15.00 MO
$250.00
$3,750.00
Water And Ice
15.00 MO
$1,000.00
$15,000.00
Site Security
15.00 MO
$3,000.00
$45,000.00
Project Supervision(Full Time Project Super /
1/2 Time Bypass Super)
22.50 MO
$23,272.48
$523,630.80
JI-Project Superintendent Crew (22.00
DY/MO, 495.00 DY)
22.50 MO
$23,272.48
$523,630.80
Project Management
15.00 MO
$25,831.52
$387,472.80
JI-Project Manager Crew (22.00 DY/MO,
330.00 DY)
15.00 MO
$25,831.52
$387,472.80
Project Engineer
15.00 MO
$19,852.80
$297,792.00
JI-Project Engineer Crew (22.00 DY/MO,
330.00 DY)
15.00 MO
$19,852.80
$297,792.00
Builder Risk Insurance
1.00 EACH
$84,000.00
$84,000.00
Dumpster Service
12.00 MO
$500.00
$6,000.00
Portable Restrooms
15.00 MO
$1,000.00
$15,000.00
Page 9 of 10
4/25/2024 9:23:31 PM
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
Work Order With Unit Cost Report
Project Name:
WW2302.401 - Price Road 66-inch Rehabilitation
GMP Rev1
Customer:
City of Chandler
Job Number:
24-3001-01
Bid Number: WW2302.401
Billing Address:
Mail Stop 407, P.O. Box 4008
Bid As:
B&F Contracting, Inc.
Chandler, AZ 85244 USA
Estimator:
Phone:
480-782-3310
Joshua Onstott
Project Address:
Price Road South Of 202 To South Of Queen
Creek Road, Chandler, AZ
Contact:
Raymond Potts
Completion Date:
1/24/2025
Job Cost ID
Pay Items
Description
Quantity
UM
Unit Cost
Task JC ID
$847,120.34
1.00 LS
1 - Mobilization And Demobilization
$1,384.96
Mobilize Equipment
58.00
EACH
$1,384.96
GC-Mobilization Crew (1.00 EACH/DY, 58.00 DY, 8.00
HR/DY)
58.00
EACH
$83.31
Transport Truck
464.00 HR
$34.31
Transport Trailer - 48 FT
464.00 HR
$55.50
Truck Driver
464.00 HR
$1,200.00
3rd Party / B&F Utility Locating (New Manhole 3 Each In
Roadway)
40.00
EACH
$2,743.87
Yard Setup And Takedown
5.00
DY
$2,743.87
GC-Site/Yard Setup & Takedown Crew (1.25 DY/DY,
4.00 DY, 8.00 HR/DY)
5.00
DY
$42.25
Truck - Crew
32.00
HR
$73.58
Backhoe - Light
32.00
HR
$51.00
Water Truck - 2000 Gal
32.00
HR
$74.73
Foreman
32.00
HR
$50.31
Operator: Small Equipment
32.00
HR
$46.41
Pipelayer
32.00
HR
$40.28
Laborer
32.00
HR
$50.17
Water Truck Driver
32.00
HR
$300,000.00
CIPP Mobe
1.00
EACH
$22,300.00
Office Startup / Establishment
1.00
EACH
$300.00
Internet
12.00
MO
$800.00
Furniture
12.00
MO
$2,500.00
Water Connection
1.00
EACH
$550.00
Connex
12.00
MO
$52.46
Asphalt Milling And Plating And Restoration Of Yard
825.00
TON
$41.13
GC-Site/Yard Setup & Takedown Crew (82.50 TON/DY,
10.00 DY, 8.00 HR/DY)
825.00
TON
$42.25
Truck - Crew
80.00
HR
$73.58
Backhoe - Light
80.00
HR
4/25/2024 9:26:02 PM
Page 1 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$51.00
Water Truck - 2000 Gal
80.00
HR
$70.14
Foreman
80.00
HR
$50.31
Operator: Small Equipment
80.00
HR
$46.41
Pipelayer
80.00
HR
$40.28
Laborer
80.00
HR
$50.17
Water Truck Driver
80.00
HR
$11.00
Milling
850.00
TON
$4,648.64
Yard Crew
15.00
MO
$4,648.64
GC-Site/Yard Setup & Takedown Crew (4.00 DY/MO,
60.00 DY, 8.00 HR/DY)
15.00
MO
$50.31
Operator: Small Equipment
480.00 HR
$94.96
Wheel Loader - 40k LB
480.00 HR
$8,000.00
Main Trenching Asphalt Mobe First (Paveco)
1.00
EACH
$7,500.00
Asphalt Mobe 15' Trench Patch (Paveco) (Paveco)
3.00
EACH
$2,400.00
Water Meters
11.00
EACH
$119,400.00
Polymer Junction OWRF Structure And Manhole 1
1.00
LS
$2,500.00
Project Signs
4.00
EACH
$151.75
Cold Mix
550.00
TON
$14,909.53
15.00 MO
2 - SWPPP
$6,500.00
SWPP Permit And Book
1.00
EACH
$200.00
Inspections
46.00
EACH
$8,000.00
Street Sweeping
15.00
MO
$2,301.68
SWPP Maintenance
15.00
MO
$2,301.68
SWPP Maintenance (1.00 DY/MO, 15.00 DY, 8.00
HR/DY)
15.00
MO
$42.25
Truck - Crew
120.00 HR
$84.73
Skip Loader - 1.3 CY
120.00 HR
$70.14
Foreman
120.00 HR
$50.31
Operator: Small Equipment
120.00 HR
$40.28
Laborer
120.00 HR
$8,902.96
Dust Maintenance Underbypass
6.00
MO
$8,902.96
Water Truck (11.00 DY/MO, 66.00 DY, 8.00 HR/DY)
6.00
MO
$51.00
Water Truck - 2000 Gal
528.00 HR
$50.17
Water Truck Driver
528.00 HR
$103.65
533.00
SY
3 - Asphalt Demo And Patching (P1 Paving &
Construction)
$4,779.34
40.00 EACH
4 - Concrete Repairs
$4,105.92
CP-Concrete Curb & Gutter Crew (0.75 EACH/DY, 34.67
DY, 8.00 HR/DY)
26.00
EACH
$42.25
Truck - Crew
277.33 HR
$12.75
Box Trailer
277.33 HR
$70.14
Foreman
277.33
HR
$47.81
Concrete Finisher [2]
277.33 HR
$50.31
Operator: Small Equipment
277.33 HR
$40.28
Laborer
277.33 HR
$73.58
Backhoe - Light
277.33 HR
$3,079.44
CP-Concrete Sidewalk Crew (1.00 EACH/DY, 14.00 DY,
8.00 HR/DY)
14.00
EACH
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 2 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$42.25
Truck - Crew
112.00 HR
$73.58
Backhoe - Light
112.00 HR
$70.14
Foreman
112.00 HR
$50.31
Operator: Small Equipment
112.00 HR
$40.28
Laborer
112.00 HR
$47.81
Concrete Finisher [2]
112.00 HR
$12.75
Flatbed Trailer
112.00 HR
$160.41
135ZZ00002
Ready Mix Concrete - MAG AA 4000
57.75
CY
$225.00
Concrete - Short Load Fee
17.00
EACH
$5,850.00
Concrete Forms, Oil, Cure,
1.00
LS
$509.22
Sawcut And Removal
40.00
EACH
$509.22
CP-Sawcutting Small Crew (4.00 EACH/DY, 10.00 DY,
8.00 HR/DY)
40.00
EACH
$42.25
Truck - Crew
80.00
HR
$17.50
Water Trailer - 500 Gal
80.00
HR
$44.16
Walk Behind Saw - 44 HP
80.00
HR
$70.14
Foreman
80.00
HR
$40.28
Laborer [2]
80.00
HR
$500.00
Washout
4.00
MO
$195,163.55
16.00 EACH
5 - Furnish & Install 60-inch Manhole Installation
Precast Manhole With 96-inch Base
$185,560.55
Install 60" Manhole
16.00
EACH
$10,152.64
Hyrdo Excavate Around Pipe
16.00
EACH
$10,152.64
GC-Combo Hydro Truck Crew (0.25 EACH/DY, 64.00
DY, 8.00 HR/DY)
16.00
EACH
$65.87
Combo Truck Operator
512.00 HR
$51.40
Combo Truck Assistant
512.00 HR
$200.00
Hydro Excavation Vac Truck
512.00 HR
$1,800.00
Cut Pipe
32.00
EACH
$1,420.04
MH Adjustment
16.00
EACH
$1,420.04
RH-Manhole Raised Crew (2.00 EACH/DY, 8.00 DY,
8.00 HR/DY)
16.00
EACH
$42.25
Truck - Crew
64.00
HR
$73.58
Backhoe - Light
64.00
HR
$12.75
Flatbed Trailer
64.00
HR
$77.15
Foreman
64.00
HR
$44.30
Laborer [2]
64.00
HR
$60.68
Operator: Large Equipment
64.00
HR
$142,265.33
Excavate And Backfill Manhole
16.00
EACH
$94,063.72
SL-Manhole Coated 7ft Diameter Appurtenance Crew
(0.12 EACH/DY, 136.00 DY, 8.00 HR/DY)
16.00
EACH
$42.25
Truck - Crew
1,088.00
HR
$88.40
Dump Truck - 10 Wheel
1,088.00
HR
$82.31
Water Truck - 4000 Gal
1,088.00
HR
$81.83
Foreman
1,088.00
HR
$64.36
Operator: Large Equipment [2]
1,088.00
HR
$54.14
Pipelayer
1,088.00
HR
$46.99
Laborer [2]
1,088.00
HR
$58.53
Truck Driver
1,088.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 3 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$58.53
Water Truck Driver
1,088.00
HR
$1,850.00
90200000
Shoring
136.00 DY
$226.58
Excavator - 110k LB
1,088.00
HR
$148.32
Telescoping Forklift - 12k LB
1,088.00
HR
$88.45
Hydraulic Hammer - 10k FT LB
1,088.00
HR
$109.00
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
5,544.00
CY
$21.50
100AA00003
Aggregate - ABC MAG Spec
346.50
TON
$270.00
Trucking (1.00 DY, 110.00 Trucks, 55.00 EACH/HR)
440.00 EACH
$195.00
95040040
Dump Fee - Concrete
64.00
LOAD
$75.00
Dump Fee - Dirt
376.00 LOAD
$2,861.42
Testing Structure
16.00
EACH
$2,861.42
Manhole Testing (2.00 EACH/DY, 8.00 DY, 8.00
HR/DY)
16.00
EACH
$42.25
Truck - Crew
64.00
HR
$94.56
42" - 72" Pipe Plug [2]
64.00
HR
$29.85
Air Compressor - 185CFM
64.00
HR
$73.58
Backhoe - Light
64.00
HR
$40.69
Blower 24in - Trailer Mounted
64.00
HR
$125.00
90200000
Confined Space Equipment
8.00
DY
$12.75
Flatbed Trailer
64.00
HR
$68.96
Vacuum Trailer
64.00
HR
$81.83
Foreman
64.00
HR
$46.99
Laborer
64.00
HR
$55.01
Leadman
64.00
HR
$58.70
Operator: Small Equipment
64.00
HR
$11,334.77
Install Pipe Collars (2 Each Every Manhole)
16.00
EACH
$10,584.77
Install Pipe Collar 66" Pipe (0.31 EACH/DY, 51.43
DY, 8.00 HR/DY)
16.00
EACH
$42.25
Truck - Crew
411.43 HR
$73.58
Backhoe - Light
411.43 HR
$81.83
Foreman
411.43 HR
$54.14
Pipelayer [2]
411.43 HR
$46.99
Laborer
411.43 HR
$58.70
Operator: Small Equipment
411.43 HR
$750.00
Forms And Bar
16.00
EACH
$12,192.86
Buy Pipe 66-inch
16.00
EACH
$146.75
135ZZ00005
Ready Mix Concrete - MAG C 2000
189.00 CY
$9,603.00
Crane
16.00
EACH
$122,792.90
1.00 EACH
6 - Furnish & Install 60-inch Polymer Manhole With
Cast In Place Bench
$122,792.90
Install 60" Manhole With CIP Based
1.00
EACH
$43,086.40
SL-Manhole Coated 7ft Diameter Appurtenance Crew
(0.20 EACH/DY, 5.00 DY, 8.00 HR/DY)
1.00
EACH
$42.25
Truck - Crew
40.00
HR
$73.58
Backhoe - Light
40.00
HR
$88.40
Dump Truck - 10 Wheel
40.00
HR
$82.31
Water Truck - 4000 Gal
40.00
HR
$70.14
Foreman
40.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 4 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$55.17
Operator: Large Equipment [2]
40.00
HR
$46.41
Pipelayer
40.00
HR
$40.28
Laborer [2]
40.00
HR
$50.17
Truck Driver
40.00
HR
$50.17
Water Truck Driver
40.00
HR
$1,250.00
90200000
Shoring
5.00
DY
$226.58
Excavator - 110k LB
40.00
HR
$109.00
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
168.00 CY
$32,409.48
Concrete Cast In Place Bench
1.00
EACH
$27,414.72
SD-Structures Headwall 72in Appurtenance Crew
(0.25 EACH/DY, 4.00 DY, 8.00 HR/DY)
1.00
EACH
$42.25
Truck - Crew
32.00
HR
$73.58
Backhoe - Light
32.00
HR
$70.14
Foreman
32.00
HR
$50.31
Operator: Small Equipment
32.00
HR
$46.41
Pipelayer
32.00
HR
$40.28
Laborer
32.00
HR
$47.87
Concrete Finisher [2]
32.00
HR
$55.17
Operator: Large Equipment
32.00
HR
$226.58
Excavator - 110k LB
32.00
HR
$1,250.00
90200000
Shoring
4.00
DY
$2,568.00
Form / Rebar Cure
1.00
EACH
$154.08
135ZZ00001
Ready Mix Concrete - MAG A 3000
15.75
CY
$5,411.22
Hyrdo Excavate Around Pipe
1.00
EACH
$5,411.22
GC-Combo Hydro Truck Crew (0.50 EACH/DY, 2.00
DY, 8.00 HR/DY)
1.00
EACH
$200.00
Combo Truck
16.00
HR
$62.11
Combo Truck Operator
20.00
HR
$48.46
Combo Truck Assistant
20.00
HR
$1,337.80
Manhole Adjustment (2.00 EACH/DY, 0.50 DY, 8.00
HR/DY)
1.00
EACH
$42.25
Truck - Crew
4.00
HR
$73.58
Backhoe - Light
4.00
HR
$12.75
Flatbed Trailer
4.00
HR
$70.14
Foreman
4.00
HR
$40.28
Laborer [2]
4.00
HR
$55.17
Operator: Large Equipment
4.00
HR
$22,236.00
Manhole - Polymer Manhole - 60"
1.00
EACH
$591.27
600.00
HR
7 - Heavy Cleaning Existing 66-inch Pipe
$575.69
Heavy Cleaning
600.00 HR
$346.59
GC-Combo Hydro Truck Crew (8.00 HR/DY, 75.00 DY,
8.00 HR/DY)
600.00 HR
$200.00
Combo Truck
600.00 HR
$65.87
Combo Truck Operator
750.00 HR
$51.40
Combo Truck Assistant
750.00 HR
$229.10
GC-CCTV Crew (8.00 HR/DY, 75.00 DY, 8.00 HR/DY)
600.00 HR
$130.00
CCTV Truck
600.00 HR
$79.28
CCTV Technician
750.00 HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 5 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$425.00
Dump Fees
22.00
EACH
$4.52
12,867.00
LF
8 - Man Entry Cleaning Of 66-inch Sewer
$4.52
Man Entry T-lock Removal
12,867.00 LF
$4.52
T-Lock Removal - No Grout Back (625.00 LF/DY, 20.59
DY, 8.00 HR/DY)
12,867.00 LF
$42.25
Truck - Crew
164.70 HR
$81.83
Foreman
164.70 HR
$40.69
Blower 24in - Trailer Mounted
164.70 HR
$125.00
90200000
Confined Space Equipment
20.59
DY
$55.01
Leadman
164.70 HR
$46.99
Laborer [2]
164.70 HR
$24.00
Dump Trailer
164.70 HR
$4.00
12,867.00
LF
9 - Post-CIPP Pano Of 66-inch Sewer
$4.00
Post Pano (Dukes Root Control)
12,867.00 LF
$2.72
12,867.00
LF
10 - Post Cleaning / Pre CIPP CCTV Inspection Of 66-
inch Pipe
$2.72
GC-CCTV Crew (804.19 LF/DY, 16.00 DY, 8.00 HR/DY)
12,867.00 LF
$180.00
CCTV Truck
128.00 HR
$74.75
CCTV Technician
160.00 HR
$250.00
19.00 EACH
11 - Post Manhole Pano Video Inspection
$250.00
Inspection
19.00
EACH
$611.98
12,867.00
LF
12 - CIPP Line 66-inch Sewer
$589.00
CIPP
12,867.00 LF
$2.67
CIPP Support
12,867.00 LF
$2.67
RH-CIPP Lining Support Crew (512.00 EACH/DY, 25.13
DY, 8.00 HR/DY)
12,867.00 EACH
$42.25
Truck - Crew
201.05 HR
$81.83
Foreman
201.05 HR
$46.99
Laborer
201.05 HR
$150.58
Water Supply Trenching
600.00 LF
$131.20
Water Supply Trenching In Road (60.00 LF/DY, 10.00
DY, 8.00 HR/DY)
600.00 LF
$42.25
Truck - Crew
80.00
HR
$73.58
Backhoe - Light
80.00
HR
$88.40
Dump Truck - 10 Wheel
80.00
HR
$82.31
Water Truck - 4000 Gal
80.00
HR
$70.14
Foreman
80.00
HR
$55.17
Operator: Large Equipment [2]
80.00
HR
$46.41
Pipelayer
80.00
HR
$40.28
Laborer [2]
80.00
HR
$50.17
Truck Driver
80.00
HR
$50.17
Water Truck Driver
80.00
HR
$109.28
Skid Steer with Cold Planer
80.00
HR
$10.00
90200000
Plates [15]
10.00
DY
$50.31
Operator: Small Equipment
80.00
HR
$111.34
Excavator - 20k LB
80.00
HR
$21.50
100AA00003
Aggregate - ABC MAG Spec
66.00
TON
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 6 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$670.83
Dump Fees
12.00
LOAD
$100.00
Dump Fee - Asphalt [8]
8.00
LOAD
$75.00
Dump Fee - Dirt
22.00
LOAD
$270.00
Trucking (5.63 DY, 0.36 Trucks, 0.18 LOAD/HR)
8.00
LOAD
$56.10
Water Supply Backfill
600.00 LF
$34.74
SL-PVC SDR 21 18in Art Extra Large Diameter Crew
(120.00 LF/DY, 5.00 DY, 8.00 HR/DY)
600.00 LF
$42.25
Truck - Crew
40.00
HR
$73.58
Backhoe - Light
40.00
HR
$70.14
Foreman
40.00
HR
$55.17
Operator: Large Equipment
40.00
HR
$40.28
Laborer [2]
40.00
HR
$50.17
Truck Driver
40.00
HR
$109.28
Skid Steer with Cold Planer
40.00
HR
$10.00
90200000
Plates [32]
5.00
DY
$109.00
135AB00001
Ready Mix - Slurry Sand Slurry 1/2 Sack
35.70
CY
$3.57
CP-Sawcutting Small Crew (800.00 LF/DY, 1.50 DY,
8.00 HR/DY)
1,200.00
LF
$42.25
Truck - Crew
12.00
HR
$17.50
Water Trailer - 500 Gal
12.00
HR
$44.16
Walk Behind Saw - 44 HP
12.00
HR
$52.01
Dump Truck - 6 Wheel (Bobtail)
12.00
HR
$70.14
Foreman
12.00
HR
$40.28
Laborer [2]
12.00
HR
$50.17
Truck Driver
12.00
HR
$116.67
Dump Fees
12.00
LOAD
$100.00
Dump Fee - Asphalt
5.00
LOAD
$75.00
Dump Fee - Dirt
12.00
LOAD
$270.00
Trucking (21.19 DY, 0.14 Trucks, 0.07 LOAD/HR)
12.00
LOAD
$50.87
Water Supply Rental 6 Locations
1,250.00
LF
$3.00
Potable Water HDPE [1,250]
7.77
MO
$350.00
Construction Water Backflow Preventer [12]
7.77
MO
$18.75
Bypass Equipment - Fittings, Valves, Manifolds, Etc
[12]
8.19
MO
$153.00
Water Supply Patching
333.00 SY
$82.00
Water Supply Permanent Pavement Patch
333.00 SY
$71.00
Water Supply Temp Pavement Patch
333.00 SY
$18.23
Water Supply Wedling
1,250.00
LF
$18.23
RH-Bypass Fusion <12in Crew (178.57 LF/DY, 7.00
DY, 8.00 HR/DY)
1,250.00
LF
$42.25
Truck - Crew
56.00
HR
$28.65
Fusion Machine 2-12in
56.00
HR
$110.31
Telescoping Forklift - 10k LB
56.00
HR
$12.75
Flatbed Trailer
56.00
HR
$70.14
Foreman
56.00
HR
$55.17
Operator: Small Equipment
56.00
HR
$47.40
Fuser Technician
56.00
HR
$40.28
Laborer
56.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 7 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$230,223.81
7.00 EACH
13 - 66-Inch Bypass Setup & Teardown
$280,862.24
Mobilization / Demobe Bypass Equipment
1.00
EACH
$1.66
Mobe Large Pipe
59,060.00 UNIT
$1.66
GC-Mobilization Crew (1,968.67 LF/DY, 30.00 DY,
8.00 HR/DY)
59,060.00 LF
$83.31
Transport Truck
240.00 HR
$34.31
Transport Trailer - 48 FT
240.00 HR
$51.70
Truck Driver
240.00 HR
$40.28
Laborer
240.00 HR
$148.32
Telescoping Forklift - 12k LB
240.00 HR
$50.31
Operator: Small Equipment
240.00 HR
$3,265.84
Mobe Pumps
7.00
EACH
$3,265.84
GC-Mobilization Crew (1.00 EACH/DY, 7.00 DY, 8.00
HR/DY)
7.00
EACH
$83.31
Transport Truck
56.00
HR
$34.31
Transport Trailer - 48 FT
56.00
HR
$51.70
Truck Driver
56.00
HR
$40.28
Laborer
56.00
HR
$148.32
Telescoping Forklift - 12k LB
56.00
HR
$50.31
Operator: Small Equipment
56.00
HR
$1,632.92
Mobe Appurtenances
5.00
UNIT
$1,632.92
GC-Mobilization Crew (2.00 EACH/DY, 2.50 DY, 8.00
HR/DY)
5.00
EACH
$83.31
Transport Truck
20.00
HR
$34.31
Transport Trailer - 48 FT
20.00
HR
$51.70
Truck Driver
20.00
HR
$40.28
Laborer
20.00
HR
$148.32
Telescoping Forklift - 12k LB
20.00
HR
$50.31
Operator: Small Equipment
20.00
HR
$2.05
Demobe Mobe Large Pipe
59,060.00 UNIT
$2.05
GC-Mobilization Crew (1,596.22 EACH/DY, 37.00 DY,
8.00 HR/DY)
59,060.00 EACH
$83.31
Transport Truck
296.00 HR
$34.31
Transport Trailer - 48 FT
296.00 HR
$51.70
Truck Driver
296.00 HR
$40.28
Laborer
296.00 HR
$148.32
Telescoping Forklift - 12k LB
296.00 HR
$50.31
Operator: Small Equipment
296.00 HR
$3,265.84
Demobe Pumps
7.00
EACH
$3,265.84
GC-Mobilization Crew (1.00 EACH/DY, 7.00 DY, 8.00
HR/DY)
7.00
EACH
$83.31
Transport Truck
56.00
HR
$34.31
Transport Trailer - 48 FT
56.00
HR
$51.70
Truck Driver
56.00
HR
$40.28
Laborer
56.00
HR
$148.32
Telescoping Forklift - 12k LB
56.00
HR
$50.31
Operator: Small Equipment
56.00
HR
$1,632.92
Mobe Appurtenances
5.00
UNIT
$1,632.92
GC-Mobilization Crew (2.00 EACH/DY, 2.50 DY, 8.00
HR/DY)
5.00
EACH
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 8 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$83.31
Transport Truck
20.00
HR
$34.31
Transport Trailer - 48 FT
20.00
HR
$51.70
Truck Driver
20.00
HR
$40.28
Laborer
20.00
HR
$148.32
Telescoping Forklift - 12k LB
20.00
HR
$50.31
Operator: Small Equipment
20.00
HR
$348,007.23
Set-Up 66-inch Bypass Pump Station
1.00
EACH
$2,800.00
Cut Coupons
2.00
EACH
$11,000.00
Repair T-Lock Coupons (Sonco Construction, Inc.)
2.00
EACH
$9,252.25
Setup Pumps
7.00
EACH
$5,600.00
Crane To Setup Pumps
2.00
DY
$7,223.68
RH-Bypass Sewer Setup Crew (0.50 EACH/DY, 14.00
DY, 8.00 HR/DY)
7.00
EACH
$42.25
Truck - Crew
112.00 HR
$148.32
Telescoping Forklift - 12k LB
112.00 HR
$12.75
Flatbed Trailer
112.00 HR
$70.14
Foreman
112.00 HR
$40.28
Laborer [2]
112.00 HR
$47.15
Leadman
112.00 HR
$50.31
Operator: Small Equipment
112.00 HR
$3,000.00
Cribbing For Piping
1.00
EACH
$85,702.40
Excavation To Stockpile ADOT For Pumps
1.00
EACH
$75,442.40
RH-Excavation Subcut & Suction Pits (0.10 DY/DY,
10.00 DY, 8.00 HR/DY)
1.00
DY
$42.25
Truck - Crew
80.00
HR
$94.96
Wheel Loader - 40k LB
80.00
HR
$88.40
Dump Truck - 10 Wheel
80.00
HR
$70.14
Foreman
80.00
HR
$47.15
Leadman
80.00
HR
$55.17
Operator: Large Equipment [2]
80.00
HR
$40.28
Laborer [2]
80.00
HR
$50.17
Truck Driver
80.00
HR
$50.17
Water Truck Driver
80.00
HR
$82.31
Water Truck - 4000 Gal
80.00
HR
$226.58
Excavator - 110k LB
80.00
HR
$270.00
Trucking (4.75 DY, 2.00 Trucks, 1.00 LOAD/HR)
38.00
LOAD
$60,617.52
Backfill And Grade ADOT Post Bypass
1.00
EACH
$60,617.52
Embank Subcut To Original Dimensions (0.11
EACH/DY, 9.00 DY, 8.00 HR/DY)
1.00
EACH
$42.25
Truck - Crew
72.00
HR
$70.14
Foreman
72.00
HR
$40.28
Laborer
72.00
HR
$161.47
Crawler Dozer - 40k LB
72.00
HR
$92.67
Asphalt Roller - 57in-67in
72.00
HR
$94.96
Wheel Loader - 40k LB
72.00
HR
$82.31
Water Truck - 4000 Gal
72.00
HR
$55.17
Operator: Large Equipment [2]
72.00
HR
$47.15
Leadman
72.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 9 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$50.17
Water Truck Driver
72.00
HR
$50.17
Truck Driver
72.00
HR
$4,177.58
Pour Concrete In Suction Pit
2.00
EACH
$2,944.88
SL-Manhole Non-Coated 7ft Diameter Appurtenance
Crew (1.00 EACH/DY, 2.00 DY, 8.00 HR/DY)
2.00
EACH
$42.25
Truck - Crew
16.00
HR
$73.58
Backhoe - Light
16.00
HR
$70.14
Foreman
16.00
HR
$55.17
Operator: Large Equipment
16.00
HR
$46.41
Pipelayer
16.00
HR
$40.28
Laborer [2]
16.00
HR
$146.75
135ZZ00005
Ready Mix Concrete - MAG C 2000
16.80
CY
$50,483.20
Excavation And Backfill Suction Pits
2.00
EACH
$19,782.96
Excavate Suction Pits (0.33 EACH/DY, 6.00 DY, 8.00
HR/DY)
2.00
EACH
$42.25
Truck - Crew
48.00
HR
$94.96
Wheel Loader - 40k LB
48.00
HR
$88.40
Dump Truck - 10 Wheel
48.00
HR
$51.00
Water Truck - 2000 Gal
48.00
HR
$70.14
Foreman
48.00
HR
$55.17
Operator: Large Equipment [2]
48.00
HR
$40.28
Laborer
48.00
HR
$50.17
Truck Driver
48.00
HR
$50.17
Water Truck Driver
48.00
HR
$226.58
Excavator - 110k LB
48.00
HR
$109.00
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
231.00 CY
$5,696.40
Backfill Pits Remove CMP (0.67 EACH/DY, 3.00 DY,
8.00 HR/DY)
2.00
EACH
$42.25
Truck - Crew
24.00
HR
$70.14
Foreman
24.00
HR
$55.17
Operator: Large Equipment
24.00
HR
$40.28
Laborer [2]
24.00
HR
$226.58
Excavator - 110k LB
24.00
HR
$4,560.92
Buy CMP 10'
2.00
EACH
$4,058.42
GC-Combo Hydro Truck Crew (0.67 EACH/DY, 3.00
DY, 8.00 HR/DY)
2.00
EACH
$200.00
Combo Truck
24.00
HR
$62.11
Combo Truck Operator
30.00
HR
$48.46
Combo Truck Assistant
30.00
HR
$270.00
Trucking (4.00 DY, 1.38 Trucks, 0.69 LOAD/HR)
22.00
LOAD
$75.00
Dump Fee - Dirt
22.00
LOAD
$10.85
Fuse Pipe For 66" Bypass
59,060.00 LF
$10.10
24" Fusion
26,184.00 LF
$10.10
RH-Bypass Fusion 18in< Crew (600.00 LF/DY, 43.64
DY, 8.00 HR/DY)
26,184.00 LF
$42.25
Truck - Crew
349.12 HR
$143.75
Fusion Machine 12-36in
349.12 HR
$110.31
Telescoping Forklift - 10k LB
349.12 HR
$12.75
Flatbed Trailer
349.12 HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 10 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$70.14
Foreman
349.12 HR
$50.31
Operator: Small Equipment [2]
349.12 HR
$47.40
Fuser Technician [2]
349.12 HR
$40.28
Laborer [2]
349.12 HR
$28.76
Pipe Trailer
349.12 HR
$73.58
Backhoe - Light
349.12 HR
$5.91
18-inch Fusion
32,875.00 LF
$5.91
RH-Bypass Fusion 12-18in Crew (800.00 LF/DY,
41.09 DY, 8.00 HR/DY)
32,875.00 LF
$42.25
Truck - Crew
328.75 HR
$64.65
Fusion Machine 6-18in
328.75 HR
$110.31
Telescoping Forklift - 10k LB
328.75 HR
$12.75
Flatbed Trailer
328.75 HR
$70.14
Foreman
328.75 HR
$50.31
Operator: Small Equipment [2]
328.75 HR
$47.40
Fuser Technician
328.75 HR
$40.28
Laborer
328.75 HR
$73.58
Backhoe - Light
328.75 HR
$28.76
Pipe Trailer
328.75 HR
$1,151.74
24" Misc. Fusion
42.00
EACH
$1,151.74
RH-Bypass Fusion 24in< Crew (5.00 EACH/DY, 8.40
DY, 8.00 HR/DY)
42.00
EACH
$42.25
Truck - Crew
67.20
HR
$143.75
Fusion Machine 12-36in
67.20
HR
$110.31
Telescoping Forklift - 10k LB
67.20
HR
$12.75
Flatbed Trailer
67.20
HR
$70.14
Foreman
67.20
HR
$55.17
Operator: Small Equipment [2]
67.20
HR
$47.40
Fuser Technician
67.20
HR
$40.28
Laborer [2]
67.20
HR
$28.76
Pipe Trailer
67.20
HR
$73.58
Backhoe - Light
67.20
HR
$595.60
18-inch Misc Fusion
25.00
EACH
$595.60
RH-Bypass Fusion 12-18in Crew (8.00 EACH/DY,
3.13 DY, 8.00 HR/DY)
25.00
EACH
$42.25
Truck - Crew
25.00
HR
$64.65
Fusion Machine 6-18in
25.00
HR
$110.31
Telescoping Forklift - 10k LB
25.00
HR
$12.75
Flatbed Trailer
25.00
HR
$70.14
Foreman
25.00
HR
$50.31
Operator: Small Equipment
25.00
HR
$47.40
Fuser Technician
25.00
HR
$40.28
Laborer
25.00
HR
$55.17
Operator: Large Equipment
25.00
HR
$73.58
Backhoe - Light
25.00
HR
$28.76
Pipe Trailer
25.00
HR
$0.66
Testing
59,060.00 LF
$0.66
GC-Chlorine & Pressure Test Crew (3,937.33 LF/DY,
15.00 DY, 8.00 HR/DY)
59,060.00 LF
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 11 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$42.25
Truck - Crew
120.00 HR
$73.58
Backhoe - Light
120.00 HR
$40.30
Hydrostatic Test Pump Trailer
120.00 HR
$70.14
Foreman
120.00 HR
$50.31
Operator: Small Equipment
120.00 HR
$46.41
Pipelayer
120.00 HR
$16,011.39
Crossing Delays
5.00
EACH
$11,435.52
RH-Bypass Fusion 12-18in Crew (0.42 EACH/DY,
12.00 DY, 8.00 HR/DY)
5.00
EACH
$42.25
Truck - Crew
96.00
HR
$64.65
Fusion Machine 6-18in
96.00
HR
$110.31
Telescoping Forklift - 10k LB
96.00
HR
$12.75
Flatbed Trailer
96.00
HR
$70.14
Foreman
96.00
HR
$50.31
Operator: Small Equipment
96.00
HR
$47.40
Fuser Technician
96.00
HR
$40.28
Laborer
96.00
HR
$55.17
Operator: Large Equipment
96.00
HR
$73.58
Backhoe - Light
96.00
HR
$28.76
Pipe Trailer
96.00
HR
$4,575.87
RH-Bypass Fusion 24in< Crew (1.25 EACH/DY, 4.00
DY, 8.00 HR/DY)
5.00
EACH
$42.25
Truck - Crew
32.00
HR
$143.75
Fusion Machine 12-36in
32.00
HR
$110.31
Telescoping Forklift - 10k LB
32.00
HR
$12.75
Flatbed Trailer
32.00
HR
$70.14
Foreman
32.00
HR
$50.31
Operator: Small Equipment
32.00
HR
$47.40
Fuser Technician
32.00
HR
$40.28
Laborer [2]
32.00
HR
$28.76
Pipe Trailer
32.00
HR
$55.17
Operator: Large Equipment
32.00
HR
$73.58
Backhoe - Light
32.00
HR
$16,314.68
Price Junction Structure Bypass Tie In
1.00
EACH
$10,824.96
WL-DIP CL 50 24in Art Extra Large Diameter Crew
(0.50 EACH/DY, 2.00 DY, 8.00 HR/DY)
1.00
EACH
$42.25
Truck - Crew
16.00
HR
$70.14
Foreman
16.00
HR
$55.17
Operator: Large Equipment
16.00
HR
$46.41
Pipelayer [2]
16.00
HR
$40.28
Laborer [2]
16.00
HR
$175.00
Aerial Truck - Derrick Digger
16.00
HR
$110.31
Telescoping Forklift - 10k LB
16.00
HR
$50.31
Operator: Small Equipment
16.00
HR
$5,489.72
Buy Tie In Fitting
1.00
EACH
$46,652.48
Remove Bypass Pump Station
1.00
EACH
$29,852.48
RH-Bypass Sewer Takedown Crew (0.14 DY/DY, 7.00
DY, 8.00 HR/DY)
1.00
DY
$42.25
Truck - Crew
56.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 12 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$73.58
Backhoe - Light
56.00
HR
$12.75
Flatbed Trailer
56.00
HR
$70.14
Foreman
56.00
HR
$50.31
Operator: Small Equipment
56.00
HR
$40.28
Laborer [2]
56.00
HR
$55.17
Operator: Large Equipment
56.00
HR
$148.32
Telescoping Forklift - 12k LB
56.00
HR
$5,600.00
Crane To Remove Pumps / Pipe
3.00
EACH
$3.29
Remove 66" Pipe
59,060.00 LF
$2.30
RH-Bypass Sewer Takedown Crew (1,968.67 LF/DY,
30.00 DY, 8.00 HR/DY)
59,060.00 LF
$42.25
Truck - Crew
240.00 HR
$73.58
Backhoe - Light
240.00 HR
$110.31
Telescoping Forklift - 10k LB
240.00 HR
$12.75
Flatbed Trailer
240.00 HR
$77.15
Foreman
240.00 HR
$55.34
Operator: Small Equipment
240.00 HR
$44.30
Laborer [2]
240.00 HR
$60.68
Operator: Large Equipment
240.00 HR
$46.41
Pipelayer
240.00 HR
$0.98
Flush Pipe & Pigging Crew
59,060.00 LF
$0.96
Flushing & Pigging Crew (4,921.67 EACH/DY, 12.00
DY, 8.00 HR/DY)
59,060.00 EACH
$42.25
Truck - Crew
96.00
HR
$51.00
Water Truck - 2000 Gal
96.00
HR
$77.15
Foreman
96.00
HR
$44.30
Laborer [2]
96.00
HR
$55.19
Water Truck Driver
96.00
HR
$108.90
Air Compressor - 750CFM
96.00
HR
$55.13
Operator: Small Equipment
96.00
HR
$110.31
Telescoping Forklift - 10k LB
96.00
HR
$1,500.00
Chlorine And Dechlorine
1.00
EACH
$31,261.28
Remove And Reinstall Price Juction Structure Piping
1.00
EACH
$21,761.28
WL-DIP CL 50 24in Art Extra Large Diameter Crew
(0.25 EACH/DY, 4.00 DY, 8.00 HR/DY)
1.00
EACH
$42.25
Truck - Crew
32.00
HR
$73.58
Backhoe - Light
32.00
HR
$175.00
Aerial Truck - Derrick Digger
32.00
HR
$77.15
Foreman
32.00
HR
$60.68
Operator: Large Equipment [2]
32.00
HR
$51.05
Pipelayer [2]
32.00
HR
$44.30
Laborer [2]
32.00
HR
$9,500.00
New Extended Range Coupler/Gaskets/Bolt Pack
Backer Rings
1.00
EACH
$19,003.36
Remove And Replace Discharge Manhole
1.00
EACH
$18,453.36
RH-Bypass Sewer Setup Crew (0.33 EACH/DY, 3.00
DY, 8.00 HR/DY)
1.00
EACH
$42.25
Truck - Crew
24.00
HR
$148.32
Telescoping Forklift - 12k LB
24.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 13 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$12.75
Flatbed Trailer
24.00
HR
$77.15
Foreman
24.00
HR
$44.30
Laborer [2]
24.00
HR
$51.86
Leadman
24.00
HR
$73.58
Backhoe - Light
24.00
HR
$47.80
Operator: Small Equipment
24.00
HR
$226.58
Excavator - 110k LB
24.00
HR
$550.00
Buy Manhole Section
1.00
EACH
$34,619.18
SRP Emergency Flush Piping
1.00
LS
$13,711.33
Tie Into 8-inch Main With Valve
1.00
EACH
$5,101.92
WL-DIP PC 350 8in Raw Medium Diameter Crew
(1.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
1.00
EACH
$42.25
Truck - Crew
8.00
HR
$88.40
Dump Truck - 10 Wheel
8.00
HR
$51.00
Water Truck - 2000 Gal
8.00
HR
$111.34
Excavator - 20k LB
8.00
HR
$69.45
Foreman
8.00
HR
$55.30
Operator: Large Equipment
8.00
HR
$46.38
Pipelayer
8.00
HR
$40.14
Laborer [2]
8.00
HR
$46.67
Truck Driver
8.00
HR
$46.67
Water Truck Driver
8.00
HR
$8,609.41
265AC00018
SRP Flushing Station Piping Assembly
1.00
EACH
$5,338.42
Remove Temp Line And Cap
1.00
EACH
$5,101.92
WL-DIP PC 350 8in Raw Medium Diameter Crew
(1.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
1.00
EACH
$42.25
Truck - Crew
8.00
HR
$88.40
Dump Truck - 10 Wheel
8.00
HR
$51.00
Water Truck - 2000 Gal
8.00
HR
$111.34
Excavator - 20k LB
8.00
HR
$69.45
Foreman
8.00
HR
$55.30
Operator: Large Equipment
8.00
HR
$46.38
Pipelayer
8.00
HR
$40.14
Laborer [2]
8.00
HR
$46.67
Truck Driver
8.00
HR
$46.67
Water Truck Driver
8.00
HR
$21.50
100AA00003
Aggregate - ABC MAG Spec
11.00
TON
$5,239.20
Set Up / Test / Remove Temp Line
1.00
LS
$5,239.20
RH-Bypass Fusion <12in Crew (0.67 LS/DY, 1.50 DY,
8.00 HR/DY)
1.00
LS
$42.25
Truck - Crew
12.00
HR
$42.35
Fusion Machine 2-12in
12.00
HR
$110.31
Telescoping Forklift - 10k LB
12.00
HR
$12.75
Flatbed Trailer
12.00
HR
$77.15
Foreman
12.00
HR
$55.34
Operator: Small Equipment
12.00
HR
$52.15
Fuser Technician
12.00
HR
$44.30
Laborer
12.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 14 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$61.86
Rental During Bypass
167.00 DY
$3.00
Potable Water HDPE [150]
6.56
MO
$950.00
Construction Water Backflow Preventer 6-Inch
7.77
MO
$32,600.31
176.00
DY
14 - 66-inch Bypass Operation
$27,479.18
Rental Equipment And Fuel
176.00 DY
$65.63
30032020
14" Centrifugal Sewer Pump [5]
1,408.00
HR
$59.75
Pump - 12in Pump [2]
1,408.00
HR
$72.73
Telescoping Forklift - 10k LB (STAND-BY)
1,408.00
HR
$15.00
90200000
Plates [25]
176.00 DY
$12.75
Box Trailer [2]
1,408.00
HR
$1.25
18" HDPE [32,900]
8.19
MO
$1.75
24" HDPE [26,500]
8.19
MO
$15.63
Large Manifold 5 Each 18-inch In 3 Each 24-inch Out
1,408.00
HR
$51.72
Vacuum Trailer(Stand-By)
1,408.00
HR
$4.00
Fuel [480]
1,408.00
HR
$850.00
Spill Kits
2.00
EACH
$195.00
2-inch ARV And Containment [42]
8.19
MO
$500.00
500 Gallon Fuel Cell [2]
8.19
MO
$86.00
18-inch 45 Or 90 Degree Elbow [10]
8.19
MO
$1.22
18-inch Flange Adapters With Backer Ring [20]
176.00 DY
$750.00
18-inch Gate Valve [15]
8.19
MO
$2,650.00
18-inch Large Manifold
8.19
MO
$43.50
24-inch Flange Adapters With Backer Ring [8]
8.19
MO
$48.90
24-inch Suction 45-90 Degree DR17 [10]
8.19
MO
$1,250.00
24-inch Suction Pipe [5]
8.19
MO
$195.00
Spill Containment Berm [9]
8.19
MO
$2,200.00
42" - 72" Pipe Plug [4]
8.19
MO
$20.00
90200000
Concrete Barrier 20' [40]
176.00 DY
$5,121.13
Pump Watch And Equipment
176.00 DY
$42.25
Truck - Crew [2]
1,408.00
HR
$12.25
Light Tower [2]
1,408.00
HR
$58.70
Operator: Small Equipment [9]
1,408.00
HR
$22.73
Dumpster Service
176.00 DY
$12,583.20
3.00 EACH
15 - 36-inch Bypass Pump Station Setup And Removal
$1,950.16
Unload / Load Materials
2.00
DY
$55.17
Operator: Large Equipment
16.00
HR
$40.28
Laborer
16.00
HR
$148.32
Telescoping Forklift - 12k LB
16.00
HR
$2,394.51
Setup Pumps
3.00
EACH
$2,394.51
RH-Bypass Sewer Setup Crew (1.50 EACH/DY, 2.00
DY, 8.00 HR/DY)
3.00
EACH
$42.25
Truck - Crew
16.00
HR
$148.32
Telescoping Forklift - 12k LB
16.00
HR
$12.75
Flatbed Trailer
16.00
HR
$70.14
Foreman
16.00
HR
$40.28
Laborer [2]
16.00
HR
$47.15
Leadman
16.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 15 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$47.80
Operator: Small Equipment
16.00
HR
$5.96
18-inch Fusion
400.00 LF
$5.96
RH-Bypass Fusion 12-18in Crew (800.00 LF/DY, 0.50
DY, 8.00 HR/DY)
400.00 LF
$42.25
Truck - Crew
4.00
HR
$64.65
Fusion Machine 6-18in
4.00
HR
$110.31
Telescoping Forklift - 10k LB
4.00
HR
$12.75
Flatbed Trailer
4.00
HR
$70.14
Foreman
4.00
HR
$50.31
Operator: Small Equipment
4.00
HR
$47.40
Fuser Technician
4.00
HR
$40.28
Laborer
4.00
HR
$55.17
Operator: Large Equipment
4.00
HR
$73.58
Backhoe - Light
4.00
HR
$28.76
Pipe Trailer
4.00
HR
$309.63
Testing
3.00
EACH
$309.63
GC-Chlorine & Pressure Test Crew (12.00 EACH/DY,
0.25 DY, 8.00 HR/DY)
3.00
EACH
$42.25
Truck - Crew
2.00
HR
$73.58
Backhoe - Light
2.00
HR
$51.00
Water Truck - 2000 Gal
2.00
HR
$40.30
Hydrostatic Test Pump Trailer
2.00
HR
$70.14
Foreman
2.00
HR
$50.31
Operator: Small Equipment
2.00
HR
$46.41
Pipelayer
2.00
HR
$40.28
Laborer
2.00
HR
$50.17
Water Truck Driver
2.00
HR
$2,891.84
Remove Bypass Pump Station
3.00
EACH
$2,891.84
RH-Bypass Sewer Takedown Crew (1.50 EACH/DY,
2.00 DY, 8.00 HR/DY)
3.00
EACH
$42.25
Truck - Crew
16.00
HR
$73.58
Backhoe - Light
16.00
HR
$110.31
Telescoping Forklift - 10k LB
16.00
HR
$12.75
Flatbed Trailer
16.00
HR
$70.14
Foreman
16.00
HR
$50.31
Operator: Small Equipment
16.00
HR
$40.28
Laborer [2]
16.00
HR
$55.17
Operator: Large Equipment
16.00
HR
$47.15
Leadman
16.00
HR
$476.48
18-inch Misc Fusion
10.00
EACH
$476.48
RH-Bypass Fusion 12-18in Crew (10.00 EACH/DY, 1.00
DY, 8.00 HR/DY)
10.00
EACH
$42.25
Truck - Crew
8.00
HR
$64.65
Fusion Machine 6-18in
8.00
HR
$110.31
Telescoping Forklift - 10k LB
8.00
HR
$12.75
Flatbed Trailer
8.00
HR
$70.14
Foreman
8.00
HR
$50.31
Operator: Small Equipment
8.00
HR
$47.40
Fuser Technician
8.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 16 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$40.28
Laborer
8.00
HR
$55.17
Operator: Large Equipment
8.00
HR
$73.58
Backhoe - Light
8.00
HR
$28.76
Pipe Trailer
8.00
HR
$3,304.72
Mobilization / Demobe
3.00
UNIT
$1,101.57
Mobe Pumps
3.00
EACH
$1,101.57
GC-Mobilization Crew (3.00 EACH/DY, 1.00 DY, 8.00
HR/DY)
3.00
EACH
$83.31
Transport Truck
8.00
HR
$34.31
Transport Trailer - 48 FT
8.00
HR
$51.70
Truck Driver
8.00
HR
$55.17
Operator: Large Equipment
8.00
HR
$40.28
Laborer
8.00
HR
$148.32
Telescoping Forklift - 12k LB
8.00
HR
$550.79
Mobe Pipe And Appurtenance
3.00
EACH
$550.79
GC-Mobilization Crew (6.00 EACH/DY, 0.50 DY, 8.00
HR/DY)
3.00
EACH
$83.31
Transport Truck
4.00
HR
$34.31
Transport Trailer - 48 FT
4.00
HR
$51.70
Truck Driver
4.00
HR
$55.17
Operator: Large Equipment
4.00
HR
$40.28
Laborer
4.00
HR
$148.32
Telescoping Forklift - 12k LB
4.00
HR
$1,101.57
DeMobe Pumps
3.00
EACH
$1,101.57
GC-Mobilization Crew (3.00 EACH/DY, 1.00 DY, 8.00
HR/DY)
3.00
EACH
$83.31
Transport Truck
8.00
HR
$34.31
Transport Trailer - 48 FT
8.00
HR
$51.70
Truck Driver
8.00
HR
$55.17
Operator: Large Equipment
8.00
HR
$40.28
Laborer
8.00
HR
$148.32
Telescoping Forklift - 12k LB
8.00
HR
$550.79
DeMobe Pipe And Appurtenance
3.00
EACH
$550.79
GC-Mobilization Crew (6.00 EACH/DY, 0.50 DY, 8.00
HR/DY)
3.00
EACH
$83.31
Transport Truck
4.00
HR
$34.31
Transport Trailer - 48 FT
4.00
HR
$51.70
Truck Driver
4.00
HR
$55.17
Operator: Large Equipment
4.00
HR
$40.28
Laborer
4.00
HR
$148.32
Telescoping Forklift - 12k LB
4.00
HR
$4,882.59
108.00
DY
16 - 36-inch Bypass Rental And Operation
$1,780.91
Equipment And Fuel
108.00 DY
$1,780.91
Bypass Equipment
108.00 DY
$10.63
8-Inch Submersible Pump [3]
864.00 HR
$30.00
40-80 HPWR Silent Hydraulic Power Pack [3]
864.00 HR
$480.00
Fuel
108.00 DY
$1.25
18" HDPE [400]
5.02
MO
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 17 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$51.16
36" - 60" Pipe Plug [2]
108.00 DY
$1.22
18-inch Flange Adapters With Backer Ring
108.00 DY
$27.91
18-inch Small Manifold
108.00 DY
$8.18
8-inch Check Valves [3]
108.00 DY
$1.82
18-inch 45 Or 90 Degree Elbow [5]
108.00 DY
$9.07
2-inch ARV And Containment
108.00 DY
$8.88
Spill Containment Berm
108.00 DY
$400.00
8-inch High Pressure Hose [6]
5.02
MO
$850.00
Spill Kit
1.00
EACH
$3,101.68
Pump Watch
108.00 DY
$3,101.68
RH-Bypass Sewer Pump Watch Crew (1.00 DY/DY,
108.00 DY, 8.00 HR/DY)
108.00 DY
$22.76
Light Tower
864.00 HR
$12.75
Box Trailer
864.00 HR
$58.70
Operator: Small Equipment [6]
864.00 HR
$37,295.15
10.00 EACH
17 - Lateral Bypass Install And Removal
$18,329.64
Setup Up
10.00
EACH
$12.70
Fuse Lateral Bypass
5,400.00
LF
$12.70
RH-Bypass Sewer Setup Crew (300.00 LF/DY, 18.00
DY, 8.00 HR/DY)
5,400.00
LF
$42.25
Truck - Crew
144.00 HR
$148.32
Telescoping Forklift - 12k LB
144.00 HR
$12.75
Flatbed Trailer
144.00 HR
$70.14
Foreman
144.00 HR
$50.31
Operator: Small Equipment
144.00 HR
$47.40
Fuser Technician
144.00 HR
$40.28
Laborer
144.00 HR
$64.65
Fusion Machine 6-18in
144.00 HR
$6,583.20
Setup Pump Station
10.00
EACH
$6,583.20
RH-Bypass Sewer Setup Crew (0.50 EACH/DY, 20.00
DY, 8.00 HR/DY)
10.00
EACH
$42.25
Truck - Crew
160.00 HR
$148.32
Telescoping Forklift - 12k LB
160.00 HR
$12.75
Flatbed Trailer
160.00 HR
$70.14
Foreman
160.00 HR
$50.31
Operator: Small Equipment
160.00 HR
$47.40
Fuser Technician
160.00 HR
$40.28
Laborer
160.00 HR
$2,215.24
Set Plugs / Level Sensors
10.00
EACH
$2,215.24
Set Level Sensor (1.00 EACH/DY, 10.00 DY, 8.00
HR/DY)
10.00
EACH
$42.25
Truck - Crew
80.00
HR
$70.14
Foreman
80.00
HR
$55.17
Operator: Large Equipment
80.00
HR
$40.28
Laborer
80.00
HR
$40.69
Blower 24in - Trailer Mounted
80.00
HR
$125.00
90200000
Confined Space Equipment
10.00
DY
$12.75
Flatbed Trailer
80.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 18 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$2,675.36
Test Lateral Pipe
10.00
EACH
$2,675.36
GC-Chlorine & Pressure Test Crew (1.00 EACH/DY,
10.00 DY, 8.00 HR/DY)
10.00
EACH
$42.25
Truck - Crew
80.00
HR
$51.00
Water Truck - 2000 Gal
80.00
HR
$40.30
Hydrostatic Test Pump Trailer
80.00
HR
$70.14
Foreman
80.00
HR
$40.28
Laborer [2]
80.00
HR
$50.17
Water Truck Driver
80.00
HR
$12,356.07
Teardown
10.00
EACH
$7,843.36
RH-Bypass Sewer Takedown Crew (0.50 EACH/DY,
20.00 DY, 8.00 HR/DY)
10.00
EACH
$42.25
Truck - Crew
160.00 HR
$73.58
Backhoe - Light
160.00 HR
$110.31
Telescoping Forklift - 10k LB
160.00 HR
$12.75
Flatbed Trailer
160.00 HR
$70.14
Foreman
160.00 HR
$50.31
Operator: Small Equipment [2]
160.00 HR
$40.28
Laborer [2]
160.00 HR
$1,208.31
Remove Plugs / Level Sensors
10.00
EACH
$1,208.31
RH-Bypass Sewer Pump Watch Crew (1.83
EACH/DY, 5.45 DY, 8.00 HR/DY)
10.00
EACH
$42.25
Truck - Crew
43.64
HR
$70.14
Foreman
43.64
HR
$55.17
Operator: Large Equipment
43.64
HR
$40.28
Laborer
43.64
HR
$40.69
Blower 24in - Trailer Mounted
43.64
HR
$125.00
90200000
Confined Space Equipment
5.45
DY
$12.75
Flatbed Trailer
43.64
HR
$3,304.40
Flush Lateral Pipe
10.00
EACH
$3,304.40
GC-Chlorine & Pressure Test Crew (1.00 EACH/DY,
10.00 DY, 8.00 HR/DY)
10.00
EACH
$42.25
Truck - Crew
80.00
HR
$51.00
Water Truck - 2000 Gal
80.00
HR
$70.14
Foreman
80.00
HR
$40.28
Laborer
80.00
HR
$50.17
Water Truck Driver
80.00
HR
$108.90
Air Compressor - 750CFM
80.00
HR
$50.31
Operator: Small Equipment
80.00
HR
$3,304.72
Mobe
10.00
EACH
$3,304.72
GC-Mobilization Crew (1.00 EACH/DY, 10.00 DY, 8.00
HR/DY)
10.00
EACH
$83.31
Transport Truck
80.00
HR
$34.31
Transport Trailer - 48 FT
80.00
HR
$51.70
Truck Driver
80.00
HR
$55.17
Operator: Large Equipment
80.00
HR
$40.28
Laborer
80.00
HR
$148.32
Telescoping Forklift - 12k LB
80.00
HR
$3,304.72
DeMobe
10.00
EACH
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 19 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$3,304.72
GC-Mobilization Crew (1.00 EACH/DY, 10.00 DY, 8.00
HR/DY)
10.00
EACH
$83.31
Transport Truck
80.00
HR
$34.31
Transport Trailer - 48 FT
80.00
HR
$51.70
Truck Driver
80.00
HR
$55.17
Operator: Large Equipment
80.00
HR
$40.28
Laborer
80.00
HR
$148.32
Telescoping Forklift - 12k LB
80.00
HR
$7,125.23
176.00
DY
18 - Lateral Bypass Operation
$3,631.63
Pump And Equipment Rental
176.00 DY
$2,250.00
4-Inch Diesel Pump [4]
8.19
MO
$2,850.00
6-Inch Centrifugal L Pump [4]
8.19
MO
$4,250.00
Pump - 8in Pump Circle K [2]
8.19
MO
$1.00
8-12" HDPE [5,400]
8.19
MO
$450.00
12 - 18 - Pipe Plug [10]
8.19
MO
$120.00
Appurtenance, Valves, Hose [10]
100.00 DY
$594.00
Fuel
176.00 DY
$1,250.00
Level Monitor [8]
8.19
MO
$185.00
Pump Float [10]
8.19
MO
$3,493.60
Pump Watch And Equipment
176.00 DY
$3,493.60
RH-Bypass Sewer Pump Watch Crew (1.00 DY/DY,
176.00 DY, 8.00 HR/DY)
176.00 DY
$42.25
Truck - Crew [2]
1,408.00
HR
$58.70
Operator: Small Equipment [6]
1,408.00
HR
$30.62
1,900.00
LF
19 - Clear And Grub For Bypass Piping On SRP / Wells
Fargo
$29.76
GC-Clear And Grub (150.00 LF/DY, 12.67 DY, 8.00
HR/DY)
1,900.00
LF
$42.25
Truck - Crew
101.33 HR
$84.73
Skip Loader - 1.3 CY
101.33 HR
$51.00
Water Truck - 2000 Gal
101.33 HR
$70.14
Foreman
101.33 HR
$50.31
Operator: Small Equipment
101.33 HR
$40.28
Laborer [2]
101.33 HR
$50.17
Water Truck Driver
101.33 HR
$73.58
Backhoe - Light
101.33 HR
$55.17
Operator: Large Equipment
101.33 HR
$75.00
Dump Fees - Vegetation
22.00
EACH
$412.90
7,656.00
LF
20 - Bypass Trenching & Removal And Restoration
$193.87
Trenching
5,500.00
LF
$94.26
SL-PVC SDR 21 18in Art Extra Large Diameter Crew
(100.00 LF/DY, 55.00 DY, 8.00 HR/DY)
5,500.00
LF
$42.25
Truck - Crew
440.00 HR
$73.58
Backhoe - Light
440.00 HR
$88.40
Dump Truck - 10 Wheel
440.00
HR
$82.31
Water Truck - 4000 Gal
440.00 HR
$77.15
Foreman
440.00 HR
$60.68
Operator: Large Equipment [2]
440.00 HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 20 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$51.05
Pipelayer
440.00 HR
$44.30
Laborer [2]
440.00 HR
$55.19
Truck Driver
440.00 HR
$55.19
Water Truck Driver
440.00 HR
$109.28
Skid Steer with Cold Planer
440.00 HR
$20.00
90200000
Plates [55]
55.00
DY
$196.41
Excavator - 75k LB
440.00 HR
$109.00
135AB00001
Ready Mix - Slurry Sand Slurry 1/2 Sack
3,229.80
CY
$83.06
Dump Fees
484.00 UNIT
$100.00
Dump Fee - Asphalt
156.00 LOAD
$75.00
Dump Fee - Dirt
328.00 LOAD
$270.00
Trucking (21.19 DY, 5.71 Trucks, 2.86 LOAD/HR)
484.00 LOAD
$2.26
CP-Sawcutting Small Crew (900.00 LF/DY, 12.22 DY,
8.00 HR/DY)
11,000.00 LF
$42.25
Truck - Crew
97.78
HR
$17.50
Water Trailer - 500 Gal
97.78
HR
$44.16
Walk Behind Saw - 44 HP
97.78
HR
$40.28
Laborer [2]
97.78
HR
$70.14
Foreman
97.78
HR
$148.34
Backfill
5,500.00
LF
$97.44
SL-PVC SDR 21 18in Art Extra Large Diameter Crew
(100.00 LF/DY, 55.00 DY, 8.00 HR/DY)
5,500.00
LF
$42.25
Truck - Crew
440.00 HR
$82.31
Water Truck - 4000 Gal
440.00 HR
$161.85
Grader - 14ft Blade
440.00 HR
$109.28
Skid Steer with Cold Planer
440.00 HR
$92.67
Asphalt Roller - 57in-67in
440.00 HR
$20.00
90200000
Plates [55]
55.00
DY
$94.96
Wheel Loader - 40k LB
440.00 HR
$77.15
Foreman
440.00 HR
$60.68
Operator: Large Equipment [2]
440.00 HR
$44.30
Laborer [2]
440.00 HR
$55.19
Truck Driver
440.00 HR
$55.19
Water Truck Driver
440.00 HR
$51.86
Leadman
440.00 HR
$47.80
Operator: Small Equipment
440.00 HR
$21.50
100AA00003
Aggregate - ABC MAG Spec
6,405.30
TON
$5.62
CP-Sawcutting Large Crew (900.00 LF/DY, 12.22 DY,
8.00 HR/DY)
11,000.00 LF
$42.25
Truck - Crew
97.78
HR
$73.58
Backhoe - Light
97.78
HR
$51.00
Water Truck - 2000 Gal
97.78
HR
$88.40
Dump Truck - 10 Wheel
97.78
HR
$56.16
Walk Behind Saw - 57 HP
97.78
HR
$77.15
Foreman
97.78
HR
$55.34
Operator: Small Equipment
97.78
HR
$44.30
Laborer [3]
97.78
HR
$55.19
Truck Driver
97.78
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 21 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$81.44
Dump Fees
229.00 UNIT
$100.00
Dump Fee - Asphlat
68.00
LOAD
$75.00
Dump Fee - Dirt
158.00 LOAD
$270.00
Trucking (21.19 DY, 2.70 Trucks, 1.35 LOAD/HR)
229.00 LOAD
$24.00
Temporary Patch On Main Bypass Trench
9,083.00
SY
$57.12
Main Bypass Trench Permanent Patch
9,083.00
SY
$108.07
Lateral Bypass Trenching
2,156.00
LF
$90.09
SL-PVC SDR 21 18in Art Extra Large Diameter Crew
(97.50 LF/DY, 22.11 DY, 8.00 HR/DY)
2,156.00
LF
$42.25
Truck - Crew
176.90 HR
$73.58
Backhoe - Light
176.90 HR
$88.40
Dump Truck - 10 Wheel
176.90 HR
$82.31
Water Truck - 4000 Gal
176.90 HR
$111.34
Excavator - 20k LB
176.90 HR
$109.28
Skid Steer with Cold Planer
176.90 HR
$92.67
Asphalt Roller - 57in-67in
176.90 HR
$77.15
Foreman
176.90 HR
$60.68
Operator: Large Equipment
176.90 HR
$51.05
Pipelayer
176.90 HR
$44.30
Laborer [2]
176.90 HR
$55.19
Truck Driver
176.90 HR
$55.19
Water Truck Driver
176.90 HR
$10.00
90200000
Plates [50]
22.11
DY
$47.80
Operator: Small Equipment
176.90 HR
$21.50
100AA00003
Aggregate - ABC MAG Spec
481.80
TON
$294.70
Dump Fees
33.00
LOAD
$100.00
Dump Fee - Asphalt [8]
10.00
LOAD
$75.00
Dump Fee - Dirt
23.00
LOAD
$270.00
Trucking (5.63 DY, 1.47 Trucks, 0.73 LOAD/HR)
33.00
LOAD
$2.26
CP-Sawcutting Small Crew (900.00 LF/DY, 4.79 DY,
8.00 HR/DY)
4,312.00
LF
$42.25
Truck - Crew
38.33
HR
$17.50
Water Trailer - 500 Gal
38.33
HR
$44.16
Walk Behind Saw - 44 HP
38.33
HR
$40.28
Laborer [2]
38.33
HR
$70.14
Foreman
38.33
HR
$53.11
Lateral Bypass Backfill
2,156.00
LF
$28.27
SL-PVC SDR 21 18in Art Extra Large Diameter Crew
(200.00 LF/DY, 10.78 DY, 8.00 HR/DY)
2,156.00
LF
$42.25
Truck - Crew
86.24
HR
$73.58
Backhoe - Light
86.24
HR
$82.31
Water Truck - 4000 Gal
86.24
HR
$77.15
Foreman
86.24
HR
$60.68
Operator: Large Equipment
86.24
HR
$44.30
Laborer [2]
86.24
HR
$55.19
Truck Driver
86.24
HR
$55.19
Water Truck Driver
86.24
HR
$109.28
Skid Steer with Cold Planer
86.24
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 22 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$10.00
90200000
Plates [50]
10.78
DY
$109.00
135AB00001
Ready Mix - Slurry Sand Slurry 1/2 Sack
294.00 CY
$3.35
CP-Sawcutting Small Crew (900.00 LF/DY, 4.79 DY,
8.00 HR/DY)
4,312.00
LF
$42.25
Truck - Crew
38.33
HR
$17.50
Water Trailer - 500 Gal
38.33
HR
$44.16
Walk Behind Saw - 44 HP
38.33
HR
$52.01
Dump Truck - 6 Wheel (Bobtail)
38.33
HR
$77.15
Foreman
38.33
HR
$44.30
Laborer [2]
38.33
HR
$55.19
Truck Driver
38.33
HR
$83.75
Dump Fees
20.00
LOAD
$100.00
Dump Fee - Asphalt
7.00
LOAD
$75.00
Dump Fee - Dirt
13.00
LOAD
$270.00
Trucking (21.19 DY, 0.24 Trucks, 0.12 LOAD/HR)
20.00
LOAD
$1,689.16
Adjustment
11.00
EACH
$1,188.91
SL-Manhole Coated Adjust Appurtenance Crew (3.00
EACH/DY, 3.67 DY, 8.00 HR/DY)
11.00
EACH
$42.25
Truck - Crew
29.33
HR
$73.58
Backhoe - Light
29.33
HR
$51.00
Water Truck - 2000 Gal
29.33
HR
$77.15
Foreman
29.33
HR
$55.34
Operator: Small Equipment
29.33
HR
$51.05
Pipelayer
29.33
HR
$40.28
Laborer
29.33
HR
$55.19
Water Truck Driver
29.33
HR
$160.41
135ZZ00002
Ready Mix Concrete - MAG AA 4000
11.55
CY
$250.00
Adjustment Rings
11.00
EACH
$225.00
Concrete - Short Load Fee
4.00
EACH
$71.00
Lateral Bypass Temp Pavement
1,151.00
SY
$82.00
Lateral Bypass Permanent Pavement Patch
1,151.00
SY
$92.48
1,200.00
LF
21 - Excavation For Bypass Outside Of Roadway
$43.94
Trenching
1,200.00
LF
$43.94
SL-PVC SDR 21 18in Art Extra Large Diameter Crew
(150.00 LF/DY, 8.00 DY, 8.00 HR/DY)
1,200.00
LF
$42.25
Truck - Crew
64.00
HR
$82.31
Water Truck - 4000 Gal
64.00
HR
$94.96
Wheel Loader - 40k LB
64.00
HR
$70.14
Foreman
64.00
HR
$55.17
Operator: Large Equipment [2]
64.00
HR
$46.41
Pipelayer
64.00
HR
$40.28
Laborer [2]
64.00
HR
$50.17
Water Truck Driver
64.00
HR
$50.31
Operator: Small Equipment
64.00
HR
$196.41
Excavator - 75k LB
64.00
HR
$46.04
Backfill
1,200.00
LF
$46.04
SL-PVC SDR 21 18in Art Extra Large Diameter Crew
(150.00 LF/DY, 8.00 DY, 8.00 HR/DY)
1,200.00
LF
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 23 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$42.25
Truck - Crew
64.00
HR
$82.31
Water Truck - 4000 Gal
64.00
HR
$92.67
Asphalt Roller - 57in-67in
64.00
HR
$161.85
Grader - 14ft Blade
64.00
HR
$94.96
Wheel Loader - 40k LB
64.00
HR
$77.15
Foreman
64.00
HR
$60.68
Operator: Large Equipment [2]
64.00
HR
$44.30
Laborer [2]
64.00
HR
$51.86
Leadman
64.00
HR
$50.31
Operator: Small Equipment
64.00
HR
$3,000.00
Irrigation Canal Bridge
1.00
EACH
$645.94
4.00 EACH
22 - Remove Bollards
$645.94
CP-Bollard 6in Crew (4.00 EACH/DY, 1.00 DY, 8.00
HR/DY)
4.00
EACH
$42.25
Truck - Crew
8.00
HR
$73.58
Backhoe - Light
8.00
HR
$70.14
Foreman
8.00
HR
$50.31
Operator: Small Equipment
8.00
HR
$46.41
Pipelayer
8.00
HR
$40.28
Laborer
8.00
HR
$2,407.08
4.00 EACH
23 - Remove And Replace Bollards
$1,453.00
CP-Bollard 6in Crew (2.00 EACH/DY, 2.00 DY, 8.00
HR/DY)
4.00
EACH
$42.25
Truck - Crew
16.00
HR
$73.58
Backhoe - Light
16.00
HR
$70.14
Foreman
16.00
HR
$50.31
Operator: Small Equipment
16.00
HR
$46.41
Pipelayer
16.00
HR
$40.28
Laborer [2]
16.00
HR
$154.08
135ZZ00001
Ready Mix Concrete - MAG A 3000
4.00
CY
$800.00
110ZZ00007
Bollard - Bollard 6in
4.00
EACH
$1,133,498.38
1.00 EACH
24 - Furnish And Install 66" New Junction Structure
$301,434.00
Excavation And Backfill Of Structure
1.00
EACH
$301,434.00
SL-PVC SDR 35 60in< Res Extra Large Diameter Crew
(0.04 EACH/DY, 25.00 DY, 8.00 HR/DY)
1.00
EACH
$42.25
Truck - Crew
200.00
HR
$226.58
Excavator - 110k LB
200.00 HR
$94.96
Wheel Loader - 40k LB
200.00 HR
$73.58
Backhoe - Light
200.00 HR
$88.40
Dump Truck - 10 Wheel
200.00 HR
$82.31
Water Truck - 4000 Gal
200.00 HR
$81.83
Foreman
200.00 HR
$64.36
Operator: Large Equipment [3]
200.00 HR
$54.14
Pipelayer [2]
200.00 HR
$46.99
Laborer [2]
200.00 HR
$58.53
Truck Driver
200.00 HR
$58.53
Water Truck Driver
200.00 HR
$304.86
Excavator - 160k LB
200.00 HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 24 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$7,595.66
Pipe Collar Connections
3.00
EACH
$6,491.89
SD-Collar 60in Crew (0.86 EACH/DY, 3.50 DY, 8.00
HR/DY)
3.00
EACH
$42.25
Truck - Crew
28.00
HR
$81.83
Foreman
28.00
HR
$64.36
Operator: Large Equipment
28.00
HR
$54.14
Pipelayer [2]
28.00
HR
$46.99
Laborer [2]
28.00
HR
$304.86
Excavator - 160k LB
28.00
HR
$1,000.00
Formwork And Supplies
1.00
LS
$146.75
135ZZ00005
Ready Mix Concrete - MAG C 2000
15.75
CY
$2,772.70
Soft Dig Corners / Pipe
10.00
DY
$2,772.70
GC-Combo Hydro Truck Crew (1.00 DY/DY, 10.00 DY,
8.00 HR/DY)
10.00
DY
$65.87
Combo Truck Operator
100.00 HR
$51.40
Combo Truck Assistant
100.00 HR
$200.00
Hydro Excavation Vac Truck
80.00
HR
$61,724.00
Shoring Rental
1.00
EACH
$109.00
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
446.25 CY
$554,795.00
Buy Structure
1.00
EACH
$1,500.00
Saw Cut Pipe
2.00
EACH
$21.50
100AA00003
Aggregate - ABC MAG Spec
63.80
TON
$609.64
Buy Pipe Materials
80.00
LF
$270.00
Trucking (6.25 DY, 2.40 Trucks, 1.20 EACH/HR)
60.00
EACH
$76.92
Dump Fees
65.00
EACH
$100.00
95040040
Dump Fee - Concrete
5.00
LOAD
$75.00
Dump Fee - Dirt
60.00
LOAD
$25,938.00
Crane
1.00
EACH
$12,389.74
Testing Structure
1.00
EACH
$10,339.74
Manhole Testing (0.67 EACH/DY, 1.50 DY, 8.00
HR/DY)
1.00
EACH
$94.56
42" - 72" Pipe Plug [3]
12.00
HR
$29.85
Air Compressor - 185CFM
12.00
HR
$73.58
Backhoe - Light
12.00
HR
$40.69
Blower 24in - Trailer Mounted
12.00
HR
$125.00
90200000
Confined Space Equipment
1.50
DY
$12.75
Flatbed Trailer
12.00
HR
$68.96
Vacuum Trailer
12.00
HR
$81.83
Foreman
12.00
HR
$46.53
Laborer [2]
12.00
HR
$55.01
Leadman
12.00
HR
$64.36
Operator: Large Equipment
12.00
HR
$42.25
Truck - Crew
12.00
HR
$20.50
Grout Exterior Joint
100.00 EACH
$3,719.49
66-inch Pipe Plug For Future Line
1.00
EACH
$2,959.49
SD-Cut & Plug Extra Large Diameter Crew (3.00
EACH/DY, 0.33 DY, 8.00 HR/DY)
1.00
EACH
$42.25
Truck - Crew
2.67
HR
$226.58
Excavator - 110k LB
2.67
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 25 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$94.96
Wheel Loader - 40k LB
2.67
HR
$73.58
Backhoe - Light
2.67
HR
$88.40
Dump Truck - 10 Wheel
2.67
HR
$82.31
Water Truck - 4000 Gal
2.67
HR
$69.45
Foreman
2.67
HR
$55.30
Operator: Large Equipment [3]
2.67
HR
$46.38
Pipelayer [2]
2.67
HR
$40.14
Laborer [2]
2.67
HR
$46.67
Truck Driver
2.67
HR
$46.67
Water Truck Driver
2.67
HR
$10.00
110ZZ00001
Cement - Concrete Mix 60#
50.00
BAG
$4.00
Block
65.00
EACH
$658,878.86
1.00 EACH
25 - Furnish & Install Of OWRF Manhole
$826.44
Confined Space Support
11.00
DY
$125.00
90200000
Confined Space Equipment
11.00
DY
$40.69
Blower 24in - Trailer Mounted
88.00
HR
$46.99
Laborer
88.00
HR
$609.64
Buy Pipe
20.00
LF
$230,853.70
Materials
1.00
EACH
$21.50
100AA00003
Aggregate - ABC MAG Spec
52.80
TON
$109.00
135AA00001
Ready Mix - Slurry ABC Slurry
661.50
CY
$157,615.00
Buy Structure
1.00
EACH
$60,816.00
Shoring
1.00
EACH
$313.00
Hydro Excavate Pipe
830.00 CY
$313.00
Hydro Excavate
830.00 CY
$214.78
GC-Combo Hydro Truck Crew (25.94 CY/DY, 32.00
DY, 8.00 HR/DY)
830.00 CY
$200.00
Combo Truck [2]
256.00 HR
$64.58
Hydro Excavation Operator [2]
320.00 HR
$53.97
Hydro Excavation Truck Assistant [2]
320.00 HR
$98.22
Set Slide Rail (37.73 EACH/DY, 22.00 DY, 8.00
HR/DY)
830.00 EACH
$42.25
Truck - Crew
176.00 HR
$73.58
Backhoe - Light
176.00 HR
$81.83
Foreman
176.00 HR
$58.70
Operator: Large Equipment [2]
176.00 HR
$54.14
Pipelayer
176.00 HR
$46.99
Laborer [2]
176.00 HR
$304.86
Excavator - 160k LB
0.00
HR
$15,048.00
Set Structure
1.00
EACH
$42,755.20
Demo Existing Structure
1.00
EACH
$42,755.20
Demo Existing Structure (0.20 EACH/DY, 5.00 DY, 8.00
HR/DY)
1.00
EACH
$42.25
Truck - Crew
40.00
HR
$73.58
Backhoe - Light
40.00
HR
$88.40
Dump Truck - 10 Wheel
40.00
HR
$81.83
Foreman
40.00
HR
$64.36
Operator: Large Equipment [2]
40.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 26 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$54.14
Pipelayer [2]
40.00
HR
$46.99
Laborer [2]
40.00
HR
$58.53
Truck Driver
40.00
HR
$88.45
Hydraulic Hammer - 10k FT LB
40.00
HR
$304.86
Excavator - 160k LB
40.00
HR
$4,952.32
Install Pipe Collars
3.00
EACH
$4,952.32
Install Pipe Collar 36" & 66" Pipe (0.75 EACH/DY, 4.00
DY, 8.00 HR/DY)
3.00
EACH
$42.25
Truck - Crew
32.00
HR
$73.58
Backhoe - Light
32.00
HR
$81.83
Foreman
32.00
HR
$64.36
Operator: Large Equipment
32.00
HR
$54.14
Pipelayer [2]
32.00
HR
$46.99
Laborer [2]
32.00
HR
$6,668.00
Stacking Out Structure
1.00
EACH
$6,668.00
Stack Structure (1.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
1.00
EACH
$42.25
Truck - Crew
8.00
HR
$73.58
Backhoe - Light
8.00
HR
$81.83
Foreman
8.00
HR
$64.36
Operator: Large Equipment [2]
8.00
HR
$54.14
Pipelayer [2]
8.00
HR
$46.99
Laborer [2]
8.00
HR
$304.86
Excavator - 160k LB
8.00
HR
$3,097.60
Testing Structure
1.00
EACH
$3,097.60
Manhole Testing (2.00 EACH/DY, 0.50 DY, 8.00
HR/DY)
1.00
EACH
$51.16
36" - 60" Pipe Plug
0.50
DY
$94.56
42" - 72" Pipe Plug [2]
4.00
HR
$29.85
Air Compressor - 185CFM
4.00
HR
$73.58
Backhoe - Light
4.00
HR
$40.69
Blower 24in - Trailer Mounted
4.00
HR
$125.00
90200000
Confined Space Equipment
0.50
DY
$12.75
Flatbed Trailer
4.00
HR
$68.96
Vacuum Trailer
4.00
HR
$81.83
Foreman
4.00
HR
$46.99
Laborer [2]
4.00
HR
$55.01
Leadman
4.00
HR
$64.36
Operator: Large Equipment
4.00
HR
$42.25
Truck - Crew
4.00
HR
$265.00
Buy 36-inch PVC
14.00
LF
$45,234.13
2.00 EACH
26 - Abandon OWRF Pump Back Station
$40,378.75
Demo Existing Structure
2.00
EACH
$25,653.12
Demo Existing Structure (0.33 EACH/DY, 6.00 DY, 8.00
HR/DY)
2.00
EACH
$42.25
Truck - Crew
48.00
HR
$73.58
Backhoe - Light
48.00
HR
$88.40
Dump Truck - 10 Wheel
48.00
HR
$81.83
Foreman
48.00
HR
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 27 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$64.36
Operator: Large Equipment [2]
48.00
HR
$54.14
Pipelayer [2]
48.00
HR
$46.99
Laborer [2]
48.00
HR
$58.53
Truck Driver
48.00
HR
$88.45
Hydraulic Hammer - 10k FT LB
48.00
HR
$304.86
Excavator - 160k LB
48.00
HR
$1,350.00
Trucking (2.00 DY, 1.25 Trucks, 0.13 EACH/HR)
2.00
EACH
$100.00
95040040
Dump Fee - Concrete
10.00
LOAD
$109.00
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
236.25 CY
$3,000.00
Saw Cut Structure
2.00
EACH
$3,710.78
Plug Drain
1.00
EACH
$2,177.60
Demo Existing Structure (1.00 EACH/DY, 1.00 DY, 8.00
HR/DY)
1.00
EACH
$42.25
Truck - Crew
8.00
HR
$81.83
Foreman
8.00
HR
$54.14
Pipelayer
8.00
HR
$46.99
Laborer [2]
8.00
HR
$146.75
135ZZ00005
Ready Mix Concrete - MAG C 2000
2.10
CY
$10.00
110ZZ00001
Block For Plugs
100.00 BAG
$225.00
Concrete - Short Load Fee
1.00
EACH
$13,322.68
2.00 EACH
27 - Abandon Manhole
$8,186.88
Abandon Manhole (0.50 EACH/DY, 4.00 DY, 8.00 HR/DY)
2.00
EACH
$73.58
Backhoe - Light
32.00
HR
$51.00
Water Truck - 2000 Gal
32.00
HR
$81.83
Foreman
32.00
HR
$46.99
Laborer [2]
32.00
HR
$64.36
Operator: Large Equipment
32.00
HR
$88.40
Dump Truck - 10 Wheel
32.00
HR
$58.53
Truck Driver
32.00
HR
$109.00
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
92.40
CY
$100.00
95040040
Dump Fee - Concrete
2.00
LOAD
$109,996.84
15.00 MO
28 - General Conditions
$3,250.00
Office Rental
12.00
MO
$3,250.00
Office Trailer Rental
12.00
MO
$500.00
Job Office Expense
12.00
MO
$500.00
Office Power
12.00
MO
$3.00
ST&S
73,769.00 MH
$250.00
Software / Hardware / Devices
15.00
MO
$1,000.00
Water And Ice
15.00
MO
$3,000.00
Site Security
15.00
MO
$23,272.48
Project Supervision(Full Time Project Super / 1/2 Time
Bypass Super)
22.50
MO
$23,272.48
JI-Project Superintendent Crew (22.00 DY/MO, 495.00
DY, 8.00 HR/DY)
22.50
MO
$28.96
Truck - Management
3,960.00
HR
$103.27
Project Superintendent
3,960.00
HR
$25,831.52
Project Management
15.00
MO
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 28 of 30
Job Cost ID
Description
Quantity
UM
Unit Cost
Task JC ID
$25,831.52
JI-Project Manager Crew (22.00 DY/MO, 330.00 DY,
8.00 HR/DY)
15.00
MO
$28.96
Truck - Management
2,640.00
HR
$117.81
Project Manager
2,640.00
HR
$19,852.80
Project Engineer
15.00
MO
$19,852.80
JI-Project Engineer Crew (22.00 DY/MO, 330.00 DY,
8.00 HR/DY)
15.00
MO
$28.96
Truck - Management
2,640.00
HR
$83.84
Project Engineer
2,640.00
HR
$84,000.00
Builder Risk Insurance
1.00
EACH
$500.00
Dumpster Service
12.00
MO
$1,000.00
Portable Restrooms
15.00
MO
WW2302.401 - Price Road 66-inch Rehabilitation GMP Rev1
4/25/2024 9:26:02 PM
Page 29 of 30
Exhibit D4: List of GMP Documents
PRICE ROAD 66-INCH SEWER INTERCEPTOR REAHBILITATION
COC Project Number: WW2302.401
GMP Design
(4/25/2024)
DOCUMENTS:
•
CITY
OF
CHANDLER,
ARIZONA
–
PRICE
ROAD
66-INCH
SEWER
INTERCEPTOR
REHABILITATION. PROJECT NUMBER WW2302.201, TECHNICAL SPECIFICATIONS, DECEMBER
22, 2023
•
CITY
OF
CHANDLER,
ARIZONA
–
PRICE
ROAD
66-INCH
SEWER
INTERCEPTOR
REHABILITATION. PROJECT NUMBER WW2302.401, DATE: FEBRURARY 2024
ID
Task
Mode
Task Name
Duration
Start
Finish
Predecessors
1
WW2302.401 - Price 66-inch Rehabilitation Project
Baseline
423.88 days
Wed 5/1/24
Mon 1/5/26
2
General Adminstration
423.88 days
Wed 5/1/24
Mon 1/5/26
4
Submittals
20 days
Wed 5/1/24
Tue 5/28/24
5
ADOT Permit
45 days
Tue 5/28/24
Tue 7/30/24
3
NTP
0 days
Mon 6/24/24
Mon 6/24/24
6
SWPPP Setup
5 days
Mon 6/24/24
Fri 6/28/24
3
7
Punchlist
0 days
Mon 1/5/26
Mon 1/5/26
56,57,58,59,52
8
66-inch Bypass Setup
90 days
Mon 7/1/24
Tue 11/5/24
9
Mobilization
20 days
Mon 7/1/24
Mon 7/29/24
6
11
Prelower Manholes for Bypass
11 days
Fri 7/5/24
Fri 7/19/24
9SS+3 days
10
2 Crews Fusion and Bypass Pipe Setup
55 days
Tue 7/9/24
Tue 9/24/24
9SS+5 days
12
Excavate Suction Pits / Subcut ADOT
16 days
Tue 7/30/24
Tue 8/20/24
11,9
13
Trenching Bypass Piping
45 days
Mon 7/22/24
Mon 9/23/24
11
15
Lateral Bypass Trenching
20 days
Mon 8/12/24
Mon 9/9/24
13SS+15 days
16
Setup 66" Pump Station
15 days
Wed 8/21/24
Wed 9/11/24
12
18
Price Junction Structure Bypass Setup
5 days
Thu 9/12/24
Wed 9/18/24
16
23
Setup Lateral Bypass Pump Stations
22 days
Tue 9/10/24
Wed 10/9/24
15
14
Trenching Outside of Roadway
15 days
Tue 9/24/24
Mon 10/14/24
13
21
Lateral Bypass Fusion
11 days
Tue 9/24/24
Tue 10/8/24
13
19
66-inch Bypass Temporary Paving
5 days
Wed 9/25/24
Tue 10/1/24
10
22
Test Lateral Bypass Pipe
6 days
Wed 10/9/24
Wed 10/16/24
21
20
Install CIPP Water Supply
8 days
Thu 10/10/24
Mon 10/21/24
23
17
Test 18-inch and 24-inch Bypass Piping
15 days
Tue 10/15/24
Mon 11/4/24
13,10,14
24
Temp Pave Lateral Bypass
5 days
Thu 10/17/24
Wed 10/23/24
22
25
Remove OWRF MH Discharge Cone
1 day
Tue 11/5/24
Tue 11/5/24
16,17,10
26
66-inch Pipe Rehabiliation
123.88 days
Wed 11/6/24
Fri 5/2/25
27
Install Manhole Crew One
85 days
Wed 11/6/24
Fri 2/14/25
28SS,25,19
28
Set Plug and Start 66-inch Bypass
2 days
Wed 11/6/24
Thu 11/7/24
25
32
Install Manhole Crew Two
85 days
Wed 11/6/24
Fri 2/14/25
28SS,25
29
Price Junction Structure Tie-In
2 days
Fri 11/8/24
Mon 11/11/24
28,17
30
Mobilize OWRF Manhole Install
35 days
Fri 11/8/24
Thu 12/19/24
28,25
31
Lateral Bypass Startup
4 days
Fri 11/8/24
Wed 11/13/24
28,25
34
Clean 66" Pipe and Perform Inspection
40 days
Wed 11/13/24
Mon 12/30/24
31,24
33
Diversion Structure Installation
35 days
Thu 12/19/24
Thu 1/30/25
30
35
Installation of 66" CIPP
50 days
Fri 2/14/25
Tue 4/15/25
32,33,34,29
36
Post Pano Manholes
5 days
Fri 2/14/25
Fri 2/21/25
27,32,33,30
6/24
1/5
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Qtr 2, 2024
Qtr 3, 2024
Qtr 4, 2024
Qtr 1, 2025
Qtr 2, 2025
Qtr 3, 2025
Qtr 4, 2025
Qtr 1, 2
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 1
Project: Price Road 66-inch Reh
Date: Thu 4/25/24
ID
Task
Mode
Task Name
Duration
Start
Finish
Predecessors
37
Post Pano CIPP
12 days
Thu 4/3/25
Thu 4/17/25
35SS+40 days
38
Abandon Manholes
5 days
Tue 4/15/25
Mon 4/21/25
35
40
Process Post Pano
10 days
Thu 4/17/25
Thu 5/1/25
37
39
Remove Bollards
2 days
Tue 4/22/25
Wed 4/23/25
38
41
Shutdown Bypass
1 day
Thu 5/1/25
Fri 5/2/25
40,36
42
Price 66-inch Remove Bypass
167 days
Fri 5/2/25
Mon 1/5/26
43
Flush and Swabb Bypass Pipe
6 days
Fri 5/2/25
Mon 5/12/25
41
44
Reconnect Price Junction Structure Foremain
2 days
Mon 5/12/25
Wed 5/14/25
43
45
Remove Pumps Station
12 days
Wed 5/14/25
Mon 6/2/25
44
46
Repair Coupons on 66" Pipe at 66-inch Suction
Pits
5 days
Mon 6/2/25
Mon 6/9/25
45
47
Remove CMP and Backfill Suction Pits
3 days
Mon 6/9/25
Thu 6/12/25
46
48
Remove 66-inch Bypass Piping
55 days
Thu 6/12/25
Thu 8/28/25
47
51
Backfill ADOT Property
9 days
Thu 6/12/25
Wed 6/25/25
47
52
Irrigation Repairs for Landscaping
10 days
Wed 6/25/25
Thu 7/10/25
51
55
Restore OWRF Manhole
2 days
Wed 6/25/25
Fri 6/27/25
51
56
Repair Fencing at OWRF
3 days
Fri 6/27/25
Wed 7/2/25
55
49
Remove Lateral Bypass Piping
10 days
Thu 8/28/25
Thu 9/11/25
48
53
Concrete Repairs
25 days
Thu 8/28/25
Mon 10/6/25
48,39
57
Finish Grade Bypass Alignment Outside of
Roadway
5 days
Thu 8/28/25
Mon 9/8/25
48
50
Remove Water Piping
5 days
Thu 9/11/25
Thu 9/18/25
49
54
Pavement Restoration
10 days
Mon 10/6/25
Mon 10/20/25
53,50
60
Complete Manhole Adjustments
8 days
Mon 10/20/25
Thu 10/30/25
54
58
Seal Roadway
4 days
Wed 11/19/25
Tue 11/25/25
54FS+22 days,49,6
59
Final Striping
2 days
Wed 12/31/25
Mon 1/5/26
58FS+22 days
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Qtr 2, 2024
Qtr 3, 2024
Qtr 4, 2024
Qtr 1, 2025
Qtr 2, 2025
Qtr 3, 2025
Qtr 4, 2025
Qtr 1, 2
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 2
Project: Price Road 66-inch Reh
Date: Thu 4/25/24
0
10000
20000
30000
40000
50000
60000
70000
0
5
10
15
20
25
30
35
40
45
Millions
WW2302.401 - Price Road 66" Pipe Sewer Interceptor Rehabilitation Project GMP Cash Flow
Monthly Billings
Total Amount Billed
Price 66-inch Risk Register
Risk Number
Description of Risk
Level of Risk
Percentage of Risk
Cost of Risk
Budget Contigency Based
of Risk and Cost
1
1
Poor Soil Conditions Increase Backfill and Asphalt
High
50%
$111,592.00
$55,796.00
2
2
Unknown Condition or Miss Marked Utilities (Hard Dig, Old Concrete Road, Unknown Utilities)
Low
15%
$5,250.00
$787.50
3
3
ADOT/Railway limits closure to delay work
High
50%
$5,000.00
$2,500.00
4
4
Exceed Concrete and Asphalt repairs due to poor existing conditions
Medium
20%
$5,200.00
$1,040.00
5
5
Material Escalation (Rock, Slurry, ABC, Concrete, Pipe)
Low
60%
$42,980.00
$25,788.00
6
6
Fuel Escalation (Fuel is calculated in our equipment rates based on national fuel cost for the Arizona territory.)
Back will provide equipment watch backup for cost difference if escalation reach over 3% from the GMP. Fuel
associate with trucking cost will be based on over 3% of $4.00 per gallon.
Low
35%
$100,838.00
$35,293.30
7
7
Asphalt Treatment Post Construction (Slurry Seal, Microseal, PMM, Fog Seal, Crack Seal other than trench
edge)
Low
25%
$10,700.00
$2,675.00
8
8
Reduce Shift to Off Peak Hours 8am-3pm 6 hour production only and TC Growth
High
10%
$88,000.00
$8,800.00
9
9
Subcontractor Escalation (Fuel, Labor, Materials, Force Majeure, COVID)
Medium
25%
$450,000.00
$112,500.00
10
10
Delay due to existing pipe condition cause increased bypass duration
High
50%
$970,136.00
$485,068.00
11
11
Delay in material deliveries increase bypass length
High
25%
$323,378.67
$80,844.67
12
12
Due to no design or subsurface evaluation with new manhole installation there will be potential conflict or utility
relocations to accommodate shoring and new manholes
High
75%
$650,000.00
$487,500.00
13
13
Over-run on TC / Police from any of the items listed above.
Low
50%
$148,680.00
$74,340.00
14
$1,372,932.47
15
Markup Coefficient
1.15
$1,578,872.34
Page 1 of 1
Exported on April 15, 2024 6:40:48 PM PDT
”
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C1
60%
PIPE & MANHOLE
REHABILITATION
05
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
CAUTION
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
Replace Manhole
with Polymer 35' deep
with 66" X 66" X24"
X36"
Install new manhole
for bypass
460'-8 1/4"
198'-6"
92'-3"
52'-3 1/2"
117'-7 3/4"
2 each 5 submersible
pumps and one 18"
discharge line.
41'-9 3/4"
41'-9 3/4"
Curb and Gutter
Replacement Both
Sides
”
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C2
60%
PIPE & MANHOLE
REHABILITATION
06
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
Bypass Lateral 2
each 8-inch pumps
Install Plug
22'-2"
11'-5"
10'-9"
10'-1/4"
105' of 5 trenching for
bypass pipe and one
2 ea 10 section of
sidewalk and Curb
and Gutter Past
Circle K.
150 lf of 10' trench to
run primary bypass
across Queen Creek,
Valley Gutter, 10' of
Curb and Gutter and
10' of sidewalk panels
80 lf of trenching 5'
wide two manhole
adjustments for
lateral bypass
10' of Vertical Curb
105'-9 1/4"
105'-9 1/4"
80'-1/4"
80'-1/4"
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C3
60%
PIPE & MANHOLE
REHABILITATION
07
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
624'-5 1/4"
23'-7 1/2"
7'-11 3/4"
84'-8 3/4"
331'-5 3/4"
166'-3/4"
10'-7"
29'-5 3/4"
29'-5 3/4"
Dump Flow into
Lateral and Pick Up
at Queen Creek to
the plant
38'-5 1/4"
38'-5 1/4"
85'-8"
85'-8"
206'-3 1/2"
193'-6 1/4"
12'-9 1/4"
88'-8 1/2"
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C4
60%
PIPE & MANHOLE
REHABILITATION
08
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
696'-11 1/4"
8'-7 3/4"
211'-1 1/4"
30'-2"
19'-2"
239'-1 1/4"
134'-8 3/4"
54'-1/4"
703'-2"
18'-11"
278'-8 1/4"
58'-8 1/4"
84'-6 3/4"
102'-8"
54'-6 1/2"
105'-1 1/4"
9'-11 1/4"
Curb & Gutter and
Sidewalk
Replacement
20'-0"
360'-8"
160'-10"
199'-10"
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C5
60%
PIPE & MANHOLE
REHABILITATION
09
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
Believe is Not in Use
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C6
60%
PIPE & MANHOLE
REHABILITATION
10
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
241'-1/4"
10'-0"
58'-6 3/4"
91'-10 3/4"
80'-6 3/4"
10'-1/4"
10'-1/4"
92'-0"
92'-0"
146'-5"
9'-6 1/4"
136'-10 3/4"
785'-5 1/4"
465'-1"
134'-9 1/4"
12'-11 1/4"
172'-7 1/2"
Curb & Gutter
Replacment
Sidewalk Removal
and Replacement
Median Curb and
Repairs
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C7
60%
PIPE & MANHOLE
REHABILITATION
11
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
16'-1/4"
16'-1 1/2"
112'-4"
32'-6"
45'-1 1/4"
34'-8 3/4"
Lateral bypass 1each
6" Pump on a float
Lateral Bypass 250' in
median 1 6" pump on
float with level
sensor. Concrete
Vertical Curb
Replacement
172'-9 3/4"
172'-9 3/4"
Remove Manhole
Adjustments to get
pipe through
intersection. Lower
108'-8 1/2"
108'-8 1/2"
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C8
60%
PIPE & MANHOLE
REHABILITATION
12
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
16'-1/4"
16'-0"
16'-0"
16'-3/4"
15'-11 1/2"
16'-3/4"
999'-1 1/4"
999'-1 1/4"
Median Curb Repairs
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C9
60%
PIPE & MANHOLE
REHABILITATION
13
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
16'-3/4"
15'-11 3/4"
15'-11 3/4"
15'-11 3/4"
16'-1/4"
16'-3/4"
791'-4 1/2"
156'-9"
96'-11 3/4"
176'-2 1/4"
268'-3 1/4"
93'-2 1/4"
616'-0"
194'-5 1/4"
204'-6 1/2"
217'-0"
Median Repair
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C10
60%
PIPE & MANHOLE
REHABILITATION
14
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
16'-0"
16'-0"
15'-11 3/4"
16'-3/4"
16'-1"
16'-1"
16'-3/4"
16'-1/4"
16'-1/2"
804'-1 1/2"
248'-5 3/4"
203'-4 3/4"
47'-4"
132'-11 3/4"
115'-1 1/2"
56'-9 3/4"
15'-1/4"
Median Concrete
Repairs
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C11
60%
PIPE & MANHOLE
REHABILITATION
15
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
16'-1"
16'-1"
16'-1"
16'-1"
16'-1"
16'-1"
16'-1"
16'-1"
15'-11 1/2"
16'-0"
1,003'-7"
85'-11 1/4"
29'-10 1/2"
85'-3 1/4"
148'-0"
358'-11"
295'-7"
210' of Dischare From Lateral Bypass
Lateral Bypass 6" pump on float with level sensor. 155' of trenching outside
of plans for a 4' trench for discharge pipe and suction at manhole. 10' of
Sidewalk and Curb and Gutter to get pumps behind sidewalk.
235'-11"
145'-3/4"
19'-6 1/2"
71'-4"
Lateral Bypass 6"
Pump on Float
with level sensor
37'-4 1/4"
17'-8"
14'-5 1/4"
5'-3"
83'-8"
14'-11 1/2"
15'-1/4"
22'-3/4"
15'-2 1/4"
16'-5 1/4"
10'-0"
137'-3/4"
53'-3 3/4"
18'-6 3/4"
65'-2 1/2"
69'-6 3/4"
14'-6 1/4"
55'-1/2"
150'-1/4"
150'-1/4"
Concrete Curb gutter
and Sidewalk
Removal and
Replacement
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C12
60%
PIPE & MANHOLE
REHABILITATION
16
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
16'-1/4"
16'-1/2"
16'-1"
16'-1"
16'-1"
16'-1"
16'-1"
16'-1"
1,002'-6"
205'-6 3/4"
240'-10 1/2"
250'-10 1/4"
213'-8 1/2"
91'-6"
Lateral Bypass 1 each 6" Pump On Contreols
69'-5 3/4"
34'-3 1/2"
10'-6 1/4"
24'-8"
Concrete Median
Repair
”
”
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C13
60%
PIPE & MANHOLE
REHABILITATION
17
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
PRICE RD
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
CAUTION
16'-0"
16'-3/4"
16'-0"
16'-0"
16'-0"
20'-0"
20'-0"
20'-0"
39'-11 1/2"
689'-11 1/4"
166'-1"
106'-4"
242'-11 1/2"
174'-6 1/2"
20'-1/2"
Concrete
Removal
WW2302.401
23140-5-SRPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
C14
60%
PIPE & MANHOLE
REHABILITATION
18
REMOVAL NOTES
REFERENCE NOTES
CONSTRUCTION NOTES
QUEEN
CREEK RD
GERMANN
RD
WILLIS RD
LOOP 202
SHEET INDEX
WW2302.401
23140-BPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
BP1
60%
REFERENCE NOTES
CONCEPTUAL BYPASS PLAN
19
REFERENCE NOTES
CAUTION
PRICE RD
6 each K-Rail to
eliminate fittings to
keep curve
Shallow Bury
6 each K Rail to Make
Curve Eliminate
Fittings
6 each K-Rail to
Make Curve Eliminate
Fittings
6 each K-Rail to
Make Curve Eliminate
Fittings
631'-6 1/2"
8'-8 3/4"
241'-1/2"
81'-1/2"
167'-5 1/4"
133'-3 1/2"
443'-11"
59'-4 1/2"
52'-8"
139'-2 3/4"
192'-7 3/4"
Steel Plate Over
Trench for Heavy
Haul Protection
Backfill with Slurry on
Temp Bypass Pipe
3 each ARV with Secondary Containment
1 each ARV with
Secondary
Containment
3 each ARV with
Secondary
Containment
7,813'-8 1/2"
59'-6 3/4"
105'-5"
75'-5 1/4"
105'-9 1/4"
111'-10"
82'-2 1/2"
813'-7"
31'-6 1/2"
39'-9"
40'-9 3/4"
68'-2 1/2"
3,479'-2"
35'-8"
43'-5 3/4"
37'-3"
19'-3 3/4"
732'-11 1/2"
145'-5 1/4"
129'-10"
308'-4 1/2"
520'-1/4"
701'-2 1/4"
75'-9 1/4"
51'-1"
WW2302.401
23140-BPP.DWG
CITY OF CHANDLER, ARIZONA
PRICE ROAD 66-INCH SEWER
INTERCEPTOR REHABILITATION
JAR
SKF
MCN
JVG
MCN
12/2023
26
C.O.C. LOG NO. -
BP2
60%
CONCEPTUAL BYPASS PLAN
20
PRICE RD
CAUTION
Manifold 5 each 18"
pipe to 3 each 24"
pipe
8 each 18" valves
5 each 18" 90 degree
fittings
898'-11 1/4"
540'-2 3/4"
358'-8 3/4"
Actual Bypass
Alignment
5 each 18" HDPE Pipe
5 each 18" 90 Degree
Fittings
5 each ARV with
Secondary
Containment
5 each ARV with Secondary
Containment
2 each ARV On manifold with
secondary containment
6,575'-2"
60'-3 1/4"
55'-9"
884'-11"
130'-7 1/4"
418'-10"
252'-1 1/2"
1,286'-2 3/4"
581'-1"
119'-3/4"
157'-9 1/4"
196'-9"
514'-7 1/4"
251'-10"
253'-3 1/4"
684'-4 1/2"
193'-7"
318'-3"
147'-2 1/2"
68'-7 3/4"
914'-0"
61'-1"
51'-0"
801'-11"
SRP Easement Alighnment
Overview of map to alighn bypass along SRP easement from Germaine to Queen Creek Road.
Legend
3 each 24-inch Temporary Bypass Piping
Manifold to Transition 5 ea 18" Pipes to 3 e 24" Pipes
600 ft
N
➤
N
80-85 Foot From Back of Curb
Bury Pipe for Access
for SRP 65KV Project
Forth Coming
Bury Pipe to Keep
Access
Emergency Flushing
Station Installtion for
Emergency Removal
Bridge Ditch
Build Partial Access
Way for Ryan Road
11' wide
35' Min East of Outside of Foundation
35' Min East of Outside of Foundation
South-side of Existing
Fence Abutted next to
fence.
Manifold from 5-each
18-inch Pipes to 3
each 24-inch pipes
SRP Easement Alighnment
Overview of map to alighn bypass along SRP easement from Germaine to Queen Creek Road.
Legend
3 each 24-inch Temporary Bypass Piping
Manifold to Transition 5 ea 18" Pipes to 3 e 24" Pipes
600 ft
N
➤
N
Trench to Keep
Access
Maintain 6' Access for
Doors
Breach Wells Fargo Gate and Protect
During Contruction to place pipe on
edge of property adjacent to existing
cast iron fence.
Trenching Three
Concrete Repairs
60 LF of Curb and
gutter, and 40 LF of
Sidewalk. 50LF by 15
LF asphalt patch
Valley Gutter
Replacment
150 LF By 10 LF
trench to Plans
Curb and Gutter &
Sidewalk
Replacement
Well Fargo
Parking
Structure
GRIC Wall
230 & 69 KV Pole
De Energized Current
69 KV Pole
Wells Fargo Property
Fence. Real Fence
does meander in
locations.
3 each 24-inch
Temporary Discharge
Pipes
Cross Section of Wells Fargo Property / SRP
Easement for Potential Pipe Alignment
Concrete Barrier
Fence Meander and
Maybe located East
or West of the Fence
Depending on
relationship to the
slop. Pipe will only
be located on one
side at a time.
EXHIBIT E
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
Page SUB-1
Project No.: WW2302.401
Rev. 1/16/2024
SUBCONTRACTOR DOCUMENTS WITH CM@RISK
Any subcontractor assumptions, clarifications, exclusions, terms & conditions, signature blocks, etc. included are strictly between the CM@RISK
and their subcontractors, and do not apply to the Agreement between the CM@RISK and the City.
SUBCONTRACTOR’S LIST FORM
If CM@Risk intends to subcontract any portion of this Agreement, the CM@Risk must submit the name, address, and contractor’s license number (if
applicable) of each subcontractor, including the work component of such subcontracting. Include the form with the bid submittal documents. CM@Risk
may make multiple copies of this form as needed.
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
EXHIBIT F
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
Page GIS-1
Project No.: WW2302.401
Rev 1/16/2024
GIS / GPS DATA DELIVERY REQUIREMENTS
(IF APPLICABLE)
GIS / GPS Data Delivery Requirements
Contractor must provide survey grade GPS / GIS data, meeting the following requirements for all
facilities to be owned and/or operated by the City of Chandler.
a) ESRI File Geodatabase format:
All GPS point data, along with corresponding GIS Attribute data, must be submitted in ESRI File
Geodatabase format. The City of Chandler will provide a copy of the File Geodatabase in ESRI
ArcGIS format. Please submit your request through the Project Manager.
b) Data dictionary and Attribute data:
Attribute data should be provided for each of the GPS’d Utility Feature listed in Section ‘d’ below.
All Attribute data should conform to the ESRI File Geodatabase format, provided by the City. A
copy of the data dictionary is also attached here for reference
c) Coordinate System:
Horizontal Datum: Arizona State Plane Coordinates, Central Zone NAD83 (HARN)
Vertical Datum: NAVD88
d) Point Data for GPS:
1) Water System Features:
•
Water main location (top of pipe), size and material (one (1) coordinate provided every 100 feet
minimum) and at fittings.
•
Water fitting location (top of feature), size, material and type including: Bend (22.5, 45, or 90),
Tee, Tapping Sleeve, Cross, Coupling, End Cap, Line Stop, Reducer,
•
Saddle, Other.
•
Water valve location (center of valve box cover), size and type.
•
Fire hydrant location (top of hydrant), manufacturer and year.
•
Water service line location (at connection to main, any bends, and termination at meter box or
meter vault or at the edge of easement or ROW), size and material.
•
Water blow-off and air release valve location (center of cover), size, type and
manufacturer.
•
Water manhole or vault location (center of cover), size and type.
2) Waste Water System Features:
•
Sewer manhole and cleanout location (center of cover), size, material, and cover type.
•
Sewer gravity main location (invert of pipe), size, material and flow direction (from) at all
manholes, cleanouts and structures.
•
Sewer service line location, size and material (at connection to main, and termination at
cleanout, or stub out at edge of the easement or ROW).
•
Sewer force main location (top of pipe), size, and material (one (1) coordinate provided every
100 feet minimum) and at fittings.
•
Sewer force main (and gravity) fitting location (top of feature), size, material and type including:
Bend (22.5, 45, or 90), Tee, Tapping Sleeve, Cross, Coupling, End Cap, Linestop, Reducer,
Saddle, Wye, Other
•
Sewer force main valve location (center of valve box cover), size and type.
•
Sewer force main air release valve location (center of cover), size, type and
manufacturer.
•
Sewer force main manhole or vault location (center of cover), size and material.
•
Sewer structure (center of structure), type (diversion, junction box)
3) Reclaimed Water System Features:
•
Reclaimed main location (top of pipe), size, and material (one (1) coordinate provided
every 100 feet minimum) and at fittings.
•
Reclaimed fitting location (top of feature), size, material and type including: Bend (22.5, 45,
or 90), Tee, Tapping Sleeve, Cross, Coupling, End Cap, Linestop,
•
Reducer, Saddle, Other.
•
Reclaimed valve location (center of valve box cover), size and type.
•
Reclaimed service line location (at connection to main, any bends, and termination at meter
box or meter vault or at the edge of easement or ROW), size and material.
•
Reclaimed blow-off and air release valve location (center of cover), size, type and
manufacturer.
•
Reclaimed manhole or vault location (center of cover), size and type.
4) Storm Water System Features:
•
Storm manhole and cleanout location (center of cover), size, material, and cover type.
•
Storm gravity main location (invert of pipe), size, material, and flow direction (from) at all
manholes, cleanouts and structures.
•
Storm structure location (center of structure), type and category including: Drywell, Catch
Basin, Scupper, Bubbler Box, and Collection Vault.
5) Standard GPS Metadata on all points collected: Date, Time, Height, Horiz_Precision,
Vert_Precision, Northing, Easting, Surveyor, Datafile, and Comments
e) Electronic Data Submittal:
Each submittal must consist of
1) ESRI – ArcGIS Geodatabase with cumulative data and attributes, and
2) Construction plans with collected utilities clearly redlined and changes marked
The frequency of data submittal will be every two weeks after water, sewer, reclaim or storm assets
go into the ground. Submittals can be emailed to: GIS@chandleraz.gov
DATA DICTIONARY
FOR
WATER, SEWER, RECLAIM & STORM
DATA DICTIONARY:
WATER
Water Fitting
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WS_SPATIALSOURCE_STD
MATERIAL
MATERIAL
String
20
DIAMETER1
DIAMETER1
String
8
RWS_FITTING_DIAMETER
DIAMETER2
DIAMETER2
String
8
ROTATION
ROTATION
Double
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS_COMMENT
String
30
TYPE
TYPE
String
30
WS_FITTING_TYPE
BEND
BEND
String
20
WS_FITTING_BEND
Water Hydrant
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
Feature Owner
String
25
WS_FEATUREOWNER
LIFECYCLESTATUS
Lifecycle Status
String
25
WS_LIFECYCLESTATUS
SPATIALSOURCE
Spatial Source
String
25
WS_SPATIALSOURCE_STD
BARRELDIAMETER
Barrel Diameter
Double
8
LARGENOZZLEDIAMETER
Large Nozzle Diameter
Double
8
SMALLNOZZLEDIAMETER
Small Nozzle Diameter
Double
8
OUTLETCONFIGURATION
Outlet Configuration
Double
8
SEATDIAMETER
Seat Diameter
Double
8
MANUFACTURER
Manufacturer
String
25
WS_HYD_MANUFACTURER
YEARMANUFACTURED
Manufacture Year
String
25
HASLOCK
Has Lock ?
String
25
GIS_BOOLEAN_YES_NO
COLOR
Color
String
25
ROTATION
Symbol Rotation
Double
8
GPSOID
GPS ObjectID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
25
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
String
25
VERT_PREC
VERT_PREC
String
25
NORTHING
NORTHING
String
25
EASTING
EASTING
String
25
DATAFILE
DATAFILE
String
25
GPS_COMMENT
GPS_COMMENT
String
50
WATER VALVE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATURE OWNER
String
20
RWS_SYSVAL_FUNCTION
LIFECYCLESTATUS
LIFECYCLE STATUS
String
20
WS_SYSVAL_LIFECYCLESTATUS
SPATIALSOURCE
SPATIAL SOURCE
String
20
WS_SYSVAL_SPATIALSOURCE
TYPE
TYPE
String
25
RWS_SYSVAL_TYPE
VALVETYPE
VALVE TYPE
String
10
RWS_SYSVAL_VALVETYPE
GROUNDTYPE
GROUNDTYPE
String
25
WS_SYSVAL_GROUNDTYPE
DIAMETER
Diameter
String
8
WS_SYSVAL_DIAM
GPSOID
GPS OBJECTID
Integer
4
GPS_DATE
GPS DATE
Date
8
GPS_TIME
GPS TIME
String
10
GPS_HEIGHT
GPS HEIGHT
Double
8
HORZ_PREC
HORZ PREC
Double
8
VERT_PREC
VERT PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS COMMENT
String
30
WO_CAT_CODE
WO CAT CODE
String
10
WO_CAT
WO CAT
String
25
WATER MANHOLE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WS_SPATIALSOURCE_STD
ACCESSDIAMETER
ACCESSDIAMETER
String
8
ACCESSTYPE
ACCESSTYPE
String
20
GROUNDTYPE
GROUNDTYPE
String
20
WS_SYSVAL_GROUNDTYPE
COVERMATERIAL
COVERMATERIAL
String
10
COVERTYPE
COVERTYPE
String
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
WATER MISC PNT
This feature is used for any miscellaneous information
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
50
NOTES
NOTES
String
150
SIZE
SIZE
Double
8
Water Domains:
Domain name
WS_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
FUTURE
FUTURE
INACTIVE
INACTIVE
REMOVED
REMOVED
UNKNOWN
UNKNOWN
Domain name
WS_SYSVAL_SPATIALSOURCE
APPROVED PLANS
APPROVED PLANS
ASBUILT
ASBUILT
DESIGN
DESIGN
GPS
GPS
HYDRMAINT
HYDRMAINT
ORTHOPHOTO
ORTHOPHOTO
TM7
TM7
UNKNOWN
UNKNOWN
Domain name
WS_HYD_MANUFACTURER
AMERICANDARLING AMERICANDARLING
AVK
AVK
CLOW
CLOW
DRESSER
DRESSER
GREENBERG
GREENBERG
KENNEDY
KENNEDY
MUELLER
MUELLER
PACIFIC
PACIFIC
UNKNOWN
UNKNOWN
WATEROUS
WATEROUS
Domain name
WS_FEATUREOWNER
COC
Chandler
COG
Gilbert
COM
Mesa
COP
Phoenix
COT
Tempe
COUNTY
Maricopa County
GOULD
Gould
GRIC
GRIC
INTEL
Intel
MICROCHIP
Microchip
MOTOROLA
Motorola
PRIVATE
Private
SRP
SRP
SRVWUA
SRVWUA
UNKNOWN
UNKNOWN
Domain name
WS_SYSVAL_LIFECYCLESTATUS
FUTURE
FUTURE
UNKNOWN
UNKNOWN
INACTIVE
INACTIVE
ACTIVE
ACTIVE
REMOVED
REMOVED
ABANDONED
ABANDONED
Domain name
WS_FITTING_BEND
HORIZONTAL
HORIZONTAL
VERTICAL
VERTICAL
Domain name
WS_SYSVAL_DIAM
2
2
3
3
4
4
6
6
8
8
10
10
12
12
16
16
20
20
24
24
30
30
36
36
42
42
48
48
54
54
Domain name
WS_FITTING_TYPE
11B
11B
22B
22B
45B
45B
90B
90B
COUPLING
COUPLING
CROSS
CROSS
ENDCAP
ENDCAP
LINESTOP
LINESTOP
OTHER
OTHER
REDUCER
REDUCER
SADDLE
SADDLE
TAPPING SLEEVE
TAPPING SLEEVE
TEE
TEE
UNKNOWN
UNKNOWN
WYE
WYE
Domain name
WS_SYSVAL_GROUNDTYPE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
LANDSCAPE
LANDSCAPE
UNKNOWN
UNKNOWN
Domain name
WS_SPATIALSOURCE_STD
ASBUILT
ASBUILT
DESIGN
DESIGN
FIELD
FIELD
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
UNKNOWN
UNKNOWN
DATA DICTIONARY:
SEWER
SEWER CLEANOUT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
RIM_ELEV
RIM_ELEV
Double
8
INV_ELEV
INV_ELEV
Double
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SEWER CONTROL VALVE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
TYPE
TYPE
String
25
FEATUREOWNER
FEATUREOWNER
String
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
DIAMETER
DIAMETER
String
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SEWER_FITTING
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
MATERIAL
MATERIAL TYPE
String
20
TYPE
TYPE
String
30
BEND
BEND
String
20
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SIZE_
SIZE OF FITTING
String
20
SEWER_MANHOLE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
LID
LID TYPE
String
20
TYPE
TYPE
String
20
WW_MH_TYPE
COVER_MATERIAL
COVER_MATERIAL
String
25
WW_MH_COVER_MATERIAL
COVER_HOLE
COVER_HOLE
String
25
WW_MH_COVER_HOLE
COVER_SIZE
COVER_SIZE
String
20
WW_MH_COVER_SIZE
RIM_ELEV
RIM_ELEV
Double
8
INV_ELEV
INV_ELEV
Double
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
LINER
LINER
String
50
WW_MH_LINER
WALL_MATERIAL
WALL_MATERIAL
String
50
WW_MH_WALL_MATERIAL
SEWER_MISC
For any Miscellaneous features
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
SPATIALSOURCE
SPATIALSOURCE
String
20
MATERIAL
MATERIAL
String
20
TYPE
TYPE
String
30
BEND
BEND
String
20
NOTES
NOTES
String
255
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SIZE_
SIZE_
String
20
Sewer Domains:
Domain name
WW_FEATUREOWNER
COC
COC
PRIVATE
PRIVATE
TOG
TOG
UNKNOWN
UNKNOWN
Domain name
WW_SPATIALSOURCE
GPS
GPS
ASBUILT
ASBUILT
UNKNOWN
UNKNOWN
Domain name
WW_MH_COVER_HOLE
UNKNOWN
UNKNOWN
SEALED
SEALED
Domain name
WW_MH_LINER
CAST-IN-PLACE
CAST-IN-PLACE
CEMENTITIOUS
CEMENTITIOUS
COMPOSITE
COMPOSITE
CURED-IN-PLACE
CURED-IN-PLACE
EPOXY
EPOXY
FR PLASTIC INSERT
FR PLASTIC INSERT
FR POLYMER INSERT
FR POLYMER INSERT
INSERT
INSERT
UNKNOWN
UNKNOWN
Domain name
WW_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
INACTIVE
INACTIVE
PULLED
PULLED
UNKNOWN
UNKNOWN
Domain name
WW_MH_COVER_MATERIAL
ALUMINUM
ALUMINUM
CASTIRON
CASTIRON
HDPE COMPOSITE - CAP HDPE COMPOSITE - CAP
HDPE COMPOSITE - EJ
HDPE COMPOSITE - EJ
HDPE COMPOSITE -
HD20
HDPE COMPOSITE - HD20
STEEL
STEEL
UNKNOWN
UNKNOWN
Domain name
WW_MH_COVER_SIZE
0
Unknown
4
4
6
6
8
8
22
22
24
24
26
26
28
28
30
30
32
32
38
38
48
48
60
60
Domain name
WW_MH_WALL_MATERIAL
NONE
NONE
COMPOSITE
COMPOSITE
UNKNOWN
UNKNOWN
CONCRETE
CONCRETE
POURED
POURED
TLOCK
TLOCK
PRECAST
PRECAST
BRICK
BRICK
Domain name
WW_MH_TYPE
0
UNKNOWN
1
SANITARY SEWER
2
ARV
DATA DICTIONARY:
RECLAIM
RECLAIM_FITTING
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
RWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
RWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
RWS_SPATIALSOURCE
MATERIAL
MATERIAL
String
20
RWS_MAIN_OR_SERVICE_MATERIAL
DIAMETER1
DIAMETER1
String
8
RWS_FITTING_DIAMETER
DIAMETER2
DIAMETER2
String
8
RWS_FITTING_DIAMETER
TYPE
TYPE
String
30
RWS_FITTING_TYPE
BEND
BEND
String
20
RWS_FITTING_BEND
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS_COMMENT
String
30
RECLAIM_MISC_STRUCT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
TYPE
SUBTYPE
String
20
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS_COMMENT
String
50
NOTES
Notes
String
150
RECLAIM_MANHOLE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
RWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
RWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
RWS_SPATIALSOURCE
ACCESSDIAMETER
ACCESSDIAMETER
String
8
RWS_GROUNDTYPE
GROUNDTYPE
GROUNDTYPE
String
20
COVERMATERIAL
COVERMATERIAL
String
10
COVERTYPE
COVERTYPE
String
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS_COMMENT
String
30
RECLAIM SYSTEM VALVE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATURE OWNER
String
20
RWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLE STATUS
String
20
RWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIAL SOURCE
String
20
RWS_SPATIALSOURCE
TYPE
TYPE
String
25
RWS_SYSVAL_TYPE
VALVETYPE
VALVE TYPE
String
10
RWS_SYSVAL_VALVETYPE
FUNCTION
FUNCTION
String
25
RWS_SYSVAL_FUNCTION
GROUNDTYPE
GROUNDTYPE
String
25
RWS_SYSVAL_GROUNDTYPE
GPSOID
GPS OBJECTID
Integer
4
GPS_DATE
GPS DATE
Date
8
GPS_TIME
GPS TIME
String
10
GPS_HEIGHT
GPS HEIGHT
Double
8
HORZ_PREC
HORZ PREC
Double
8
VERT_PREC
VERT PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS COMMENT
String
30
WO_ZONE
WO ZONE
Double
8
DIAMETER
DIAMETER
Double
8
RWS_SYSVAL_DIAM
WO_CAT_CODE
WO_CAT_CODE
String
10
Reclaim Domains:
Domain name
RWS_SYSVAL_VALVETYPE
BALL
BALL
BUTTERFLY
BUTTERFLY
GATE
GATE
INSERTA
INSERTA
UNKNOWN
UNKNOWN
Domain name
RWS_SYSVAL_FUNCTION
ARV
ARV
INLINE
INLINE
PUMPOUT
PUMPOUT
PUMPSTATION
PUMPSTATION
SERVICE
SERVICE
STUBOUT
STUBOUT
UNKNOWN
UNKNOWN
VAULT
VAULT
Domain name
RWS_SYSVAL_TYPE
ARV
ARV
BLOWOFF
BLOWOFF
STANDARD
STANDARD
Domain name
RWS_FEATUREOWNER
COC
CHANDLER
COM
MESA
INTEL
INTEL
OCA
OCA
OMG
OMG
PRIVATE
PRIVATE
SRP
SRP
TOG
GILBERT
UNKNOWN
UNKNOWN
Domain name
RWS_FITTING_BEND
HORIZONTAL
HORIZONTAL
VERTICAL
VERTICAL
Domain name
RWS_MAIN_OR_SERVICE_MATERIAL
AC
AC
CC
CC
CI
CI
CU
COPPER
DI
DI
PVC
PVC
UNKNOWN
UNKNOWN
Domain name
RWS_FITTING_TYPE
11B
11B
22B
22B
45B
45B
90B
90B
COUPLING
COUPLING
CROSS
CROSS
ENDCAP
ENDCAP
LINESTOP
LINESTOP
MECHANICAL
JOINT
MECHANICAL JOINT
OTHER
OTHER
RECHARGE WELL
RECHARGE WELL
REDUCER
REDUCER
SADDLE
SADDLE
TAPPING SLEEVE
TAPPING SLEEVE
TEE
TEE
UNKNOWN
UNKNOWN
WYE
WYE
Domain name
RWS_SPATIALSOURCE
ASBUILT
ASBUILT
FIELD
FIELD
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
UNKNOWN
UNKNOWN
Domain name
RWS_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
INACTIVE
INACTIVE
REMOVED
REMOVED
UNKNOWN
UNKNOWN
Domain name
RWS_SYSVAL_DIAM
1.5
1.5
2
2
3
3
4
4
6
6
8
8
10
10
12
12
16
16
20
20
24
24
30
30
36
36
42
42
48
48
9999
UNKNOWN
Domain name
RWS_GROUNDTYPE
ASPHALT
ASPHALT
CONCRETE
CONCRETE
DIRT
DIRT
UNKNOWN
UNKNOWN
Domain name
RWS_SYSVAL_GROUNDTYPE
ASPHALT
ASPHALT
CONCRETE
CONCRETE
LANDSCAPE
LANDSCAPE
UNKNOWN
UNKNOWN
Domain name
RWS_FITTING_DIAMETER
0.63
0.63
0.75
0.75
1
1
1.25
1.25
1.5
1.5
2
2
2.5
2.5
3
3
4
4
6
6
8
8
10
10
12
12
15
15
16
16
18
18
20
20
24
24
30
30
36
36
42
42
48
48
DATA DICTIONARY:
STORM
SWS_DRAIN_MANHOLE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER_1
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_SPATIALSOURCE
STRUCTURE_TYPE
STRUCTURE_TYPE
SmallInteger
2
SWS_STRUCTURE_TYPE
CHANDLER_NAME
CHANDLER_NAME_ON_LID
String
5
GIS_BOOLEAN_YES_NO
DIAMETER
DIAMETER
SmallInteger
2
SWS_SDMH_SIZE
VENT_HOLE
VENT_HOLE
String
30
GIS_BOOLEAN_YES_NO
ACCESS_OPENING_TYPE
ACCESS_OPENING_TYPE
String
25
SWS_SDMH_ACCESS_OPENING_TYPE
LID_TYPE
LID_TYPE
String
30
SWS_SDMH_TYPE
LID_TEXT
LID_TEXT
String
30
SWS_SDMH_LID_TEXT
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
SWS_BUBBLER_BOX
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_SPATIALSOURCE
GRATE_OPENINGS_NUM
GRATE_OPENINGS_NUM
SmallInteger
2
SWS_GRATE_OPENINGS
GRATE_LENGTH
GRATE_LENGTH
Double
8
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
8
SWS_GRATE_WIDTH
DRYWELL_ASSOC
DRYWELL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
GPSX
GPSX
Double
8
GPSY
GPSY
Double
8
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
NOTES
NOTES
String
50
SWS_CATCHBASIN
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_LIFECYCLESTATUS
STRUCTURE_TYPE
STRUCTURE_TYPE
SmallInteger
2
SWS_STRUCTURE_TYPE
CATCHBASIN_TYPE
CATCHBASIN_TYPE
String
25
SWS_CB_TYPE
LOCATION
LOCATION
String
100
CITY_EMBLEM
CITY_EMBLEM
String
5
GIS_BOOLEAN_YES_NO
ACCESS_OPENING_TYPE
ACCESS_OPENING_TYPE
String
25
SWS_CB_ACCESS_OPENING_TYPE
GRATE_LENGTH
GRATE_LENGTH
Double
8
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
8
SWS_GRATE_WIDTH
LID
LID
String
5
GIS_BOOLEAN_YES_NO
LID_TYPE
LID_TYPE
String
25
SWS_CB_LID_TYPE
DRYWELL_CONN
DRYWELL_CONN
String
5
GIS_BOOLEAN_YES_NO
OUTLET_CONN
OUTLET_CONN
String
5
GIS_BOOLEAN_YES_NO
BUBBLERBOX_CONN
BUBBLERBOX_CONN
String
5
GIS_BOOLEAN_YES_NO
BUBBLERBOX_DRYWELL_ASSOC
BUBBLERBOX_DRYWELL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
LAKE_DRAIN
LAKE_DRAIN
String
5
GIS_BOOLEAN_YES_NO
GPSX
GPSX
Double
8
GPSY
GPSY
Double
8
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
NOTES
NOTES
String
50
SWS_DRYWELL_PNT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
Shape
Shape
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER_1
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS_1
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_SPATIALSOURCE_1
FIELD_LOC
FIELD_LOC
String
100
SWS_DW_LOCATION
INSTALLER
INSTALLER
String
30
SWS_DW_INSTALLER
CHAMBER_TYPE
CHAMBER_TYPE
String
30
SWS_DW_CHAMBER_TYPE
LID_SIZE
LID_SIZE
SmallInteger
2
SWS_DW_LID_SIZE
LID_TYPE
LID_TYPE
String
25
SWS_DW_LID_TYPE
NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
String
5
GIS_BOOLEAN_YES_NO
CONCRETE_PAD
CONCRETE_PAD
String
5
GIS_BOOLEAN_YES_NO
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
SWS_INLET_PNT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
Shape
Shape
Geometry
0
CATCHBASIN_TYPE
CATCHBASIN_TYPE
String
25
SWS_CB_TYPE
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER_1
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS_1
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_SPATIALSOURCE_1
FIELD_LOC
FIELD_LOC
String
100
SWS_FIELD_LOC
GRATE_ASSOC
GRATE_ASSOC
String
25
GIS_BOOLEAN_YES_NO
GRATE_LENGTH
GRATE_LENGTH
Double
8
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
8
SWS_GRATE_WIDTH
INLET_PIPE_DIAM
INLET_PIPE_DIAM
SmallInteger
2
SWS_INLET_PIPE_DIAM
INLET_NUMBER
NUMBER_OF_INLETS
SmallInteger
2
TRASHRACK_ASSOC
TRASHRACK_ASSOC
String
5
GIS_BOOLEAN_YES_NO
TRASH_LENGTH
TRASH_LENGTH
Double
8
TRASH_WIDTH
TRASH_WIDTH
Double
8
NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
String
5
GIS_BOOLEAN_YES_NO
BUBBLER_BOX_DRYWELL_ASSOC
BUBBLER_BOX_DRYWELL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
HEADWALLASSOC
HEADWALLASSOC
String
5
GIS_BOOLEAN_YES_NO
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
SWS_OUTLET_PNT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER_1
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_SPATIALSOURCE_1
GRATE_ASSOC
GRATE_ASSOC
String
25
GIS_BOOLEAN_YES_NO
GRATE_LENGTH
GRATE_LENGTH
Double
8
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
8
SWS_GRATE_WIDTH
INLET_PIPE_DIAM
INLET_PIPE_DIAM
SmallInteger
2
SWS_INLET_PIPE_DIAM
INLET_NUMBER
NUMBER_OF_INLETS
SmallInteger
2
TRASHRACK_ASSOC
TRASHRACK_ASSOC
String
5
GIS_BOOLEAN_YES_NO
TRASH_LENGTH
TRASH_LENGTH
Double
8
TRASH_WIDTH
TRASH_WIDTH
Double
8
NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
String
5
GIS_BOOLEAN_YES_NO
BUBBLER_BOX_DRYWELL_ASSOC
BUBBLER_BOX_DRYWELL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
HEADWALLASSOC
HEADWALLASSOC
String
5
GIS_BOOLEAN_YES_NO
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
SWS_SCUPPER_PNT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER_1
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS_1
SPATIALSOURCE
SPATIALSOURCE
String
25
CITY_EMBLEM
CITY_EMBLEM
String
5
GIS_BOOLEAN_YES_NO
NUMBER_OPENINGS
NUMBER_OPENINGS
SmallInteger
2
WIDTH
WIDTH
Double
8
SPILLWAY_ASSOC
SPILLWAY_ASSOC
String
25
GIS_BOOLEAN_YES_NO
HEADWALL_ASSOC
HEADWALL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
String
5
GIS_BOOLEAN_YES_NO
BUBBLERBOX_ASSOC
BUBBLERBOX_ASSOC
String
5
GIS_BOOLEAN_YES_NO
BUBBLER_BOX_DRYWELL_ASSOC
BUBBLER_BOX_DRYWELL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
LAKE_DRAIN
LAKE_DRAIN
String
5
GIS_BOOLEAN_YES_NO
RIPRAP
RIPRAP
String
25
GIS_BOOLEAN_YES_NO
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
Sewer Domains:
Domain name
SWS_DW_LOCATION
AIRPORT
AIRPORT
CITYRETENTION
CITY RETENTION
PARK
PARK
PARKING_LOT
PARKING LOT
PRIVATERETENTION
PRIVATE RETENTION
STREET
STREET
WELL_SITE
WELL SITE
Domain name
SWS_GRATE_LENGTH
12
12
24
24
28
28
30
30
36
36
38
38
40
40
50
50
60
60
76
76
Domain name
SWS_CB_LID_TYPE
STEEL
STEEL
CONCRETE
CONCRETE
Domain name
SWS_DW_CHAMBER_TYPE
DOUBLE
DOUBLE
SINGLE
SINGLE
TRIPLE
TRIPLE
Domain name
SWS_LIFECYCLESTATUS_1
ABANDONED
ABANDONED
ACTIVE
ACTIVE
INACTIVE
INACTIVE
REMOVED
REMOVED
Domain name
SWS_GRATE_OPENINGS
1
1
2
2
3
3
4
4
5
5
6
6
Domain name
SWS_SPATIALSOURCE_1
FIELD
FIELD
GPS
GPS
Domain name
SWS_SPATIALSOURCE
APPROVED_PLANS
APPROVED_PLANS
ASBUILT
ASBUILT
DESIGN
DESIGN
FIELD
FIELD
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
UNKNOWN
UNKNOWN
Domain name
SWS_SDMH_SIZE
22
22
24
24
26
26
28
28
30
30
32
32
38
38
Domain name
GIS_BOOLEAN_YES_NO
YES
YES
NO
NO
Domain name
SWS_DW_LID_SIZE
22
22
24
24
25
25
26
26
32
32
38
38
Domain name
SWS_STRUCTURE_TYPE
1
CATCH BASIN
2
SCUPPER
3
DRYWELL
4
MANHOLE
5
OUTLET
6
INLET
7
BUBBLERBOX
8
SPILLWAY
9
SEPARATOR
Domain name
SWS_CB_ACCESS_OPENING_TYPE
NONE
NONE
RECTANGULAR
RECTANGULAR
ROUND
ROUND
SQUARE
SQUARE
Domain name
SWS_FEATUREOWNER_1
ADOT
ADOT
CITY_OF_CHANDLER
CITY_OF_CHANDLER
HOA
HOA
PRIVATE
PRIVATE
Domain name
SWS_LIFECYCLESTATUS
ACTIVE
ACTIVE
FUTURE
FUTURE
REMOVED
REMOVED
INACTIVE
INACTIVE
ABANDONED
ABANDONED
Domain name
SWS_FEATUREOWNER
ADOT
ADOT
CITY_OF_CHANDLER
CITY_OF_CHANDLER
HOA
HOA
OTHER
OTHER
Domain name
SWS_SDMH_LID_TEXT
CHANDLER_SANITATION_SEWER CHANDLER SANITATION SEWER
CHANDLER_STORM/SEWER
CHANDLER STORM/SEWER
NONE
NONE
OTHER
OTHER
STORM SEWER
STORM SEWER
Domain name
SWS_DW_INSTALLER
McGUCKINDRILLING
McGUCKIN DRILLING
OTHER
OTHER
TORRENTRESOURCES
TORRENT RESOURCES
WACODRILLING
WACO DRILLING
Domain name
SWS_GRATE_WIDTH
6
6
12
12
16
16
18
18
24
24
28
28
30
30
36
36
38
38
44
44
72
72
Domain name
SWS_SDMH_ACCESS_OPENING_TYPE
NONE
NONE
RECTANGULAR
RECTANGULAR
ROUND
ROUND
SQUARE
SQUARE
Domain name
SWS_FIELD_LOC
AIRPOR
AIRPORT
CTYRTN
CITYRETENTION
Domain name
SWS_CB_TYPE
NONE
NONE
PARK
PARK
PRKLOT
PARKING_LOT
PVRET
PRIVATERETENTION
STREET
STREET
TYPE_A
TYPE_A
TYPE_B
TYPE_B
TYPE_C
TYPE_C
TYPE_D
TYPE_D
TYPE_E
TYPE_E
TYPE_F
TYPE_F
TYPE_G
TYPE_G
TYPE_H
TYPE_H
TYPE_Q
TYPE_Q
WELLSI
WELL_SITE
Domain name
SWS_INLET_PIPE_DIAM
12
12
13
13
14
14
15
15
16
16
18
18
24
24
26
26
30
30
36
36
42
42
46
46
60
60
72
72
Domain name
SWS_SDMH_TYPE
PRESSURIZED
PRESSURIZED
NON-PRESSURIZED
NON-PRESSURIZED
Domain name
SWS_DW_LID_TYPE
STEEL
STEEL
GRANITE
GRANITE
CONCRETE_SEALED
CONCRETE_SEALED
GRATE
GRATE
EXHIBIT G
Project Name: Price Road 66-inch Sewer Interceptor Rehabilitation
Page SUBS-1
Project No.: WW2302.401
Rev 1/16/2024
SUBCONTRACTOR DOCUMENTS WITH CM@RISK
Any subcontractor assumptions, clarifications, exclusions, terms & conditions, signature
blocks, etc. included are strictly between the CM@Risk and their subcontractors, and do
not apply to the Agreement between the CM@Risk and the City.
April 25, 2024
Raymond Potts – Construction Project Manager
City of Chandler – Public Works & Utilities
215 E Buffalo Street
Chandler, AZ 85225
RE: Name:
Price Road 66-inch Sewer Interceptor Rehabilitation Project
Project No.:
WW2302.401
SUBJECT: Subcontractor and Material Selection – GMP
Dear Mr. Potts,
B&F Contracting, Inc. respectfully submits, for your review, our GMP subcontractor and material selection
for the forementioned project.
Per the City of Chandler Contract: “Any subcontractor assumptions, clarifications, exclusions, terms &
conditions, signature blocks, etc. included are strictly between the general contractor and their sub-consultants
and do not apply to agreement between the general contractor and the city.”
Included in this package are the following documents:
•
Subcontractor and Material Quotes
•
Allowance Explanation
We are excited about the opportunity to work with the City of Chandler and look forward to discussing this
soon. If you or your team have any questions or comments regarding the above items, please contact Josh
Onstott at (623) 238-3792.
Sincerely,
Josh Onstott
Josh Onstott – Executive Director
Jonstott@bfcontracting.com
B&F Contracting, Inc.
ROC-089744 | BFCONTRACTING.COM | 11011 N. 23rd Avenue| Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
JOSH ONSTOTT
Matt Tormey
B&F CONTRACTING, INC
602-359-1393
CHANDLER PRICE 66
Matt@p1paving.com
66" AC QUOTE
Item Description
Quantity
Unit
Total price
1
975
SY
$71.00
$69,225.00
2
975
SY
$58.00
$56,550.00
3
1932
SY $103.65
$200,251.80
1932
SY $101.60
$196,291.20
1932
SY
$99.00
$191,268.00
Total Bid Price:
•
•
• Final quantitys greater than the above proposal will be billed at the same unit price
• Saw cutting is NOT included unless specifically stated in the above proposal
• Price is based on water being available on-site
• Any pre-existing ADA compliance issues are excluded
• Work performed on weekends WILL incur additional costs unless specifically stated in proposal
• P1 Paving is not responsible for ponding water where the grade is less than 2%
• P1 Paving is not responsible for pedestrian / bicycle / any traffic that travels through fresh concrete
• P1 Paving is not responsible for any utility lines that could be damaged through normal work
• Overlay projects are subject to reflective cracking and are not warrantied
• This proposal is valid for 30 days from submittal. After 30 days all proposals must be reviewed by P1 Paving and Construction
P1 PAVING AND CONSTRUCTION, LLC.
Matt Tormey
Signature:
Date:
Address:
Project:
To:
Company:
P1 Paving and Construction LLC.
8550 n 91st ave, Suite 65
Peoria AZ, 85383
P1Paving.com
$713,586.00
ACCEPTED:
CONFIRMED:
Furnish, place and compact 5" depth AC - includes 4 mobilizations - temp
bid at 4.5' wide - 1950 LF
Furnish, place and compact 6" depth AC - includes 1 mobilization - permanent
bid at 4.5' wide - 1950 LF
Furnish, place and compact 6" depth AC - includes 20 mobilizations - perm.
Option A
Furnish, place and compact 6" depth AC - includes 15 mobilizations - perm.
Option B
Furnish, place and compact 6" depth AC - includes 11 mobilizations - perm.
Option C
Final invoice will be for the above quantity, if quantity is reduced P1 Paving must be notified and will need to re-bid
Should the actual asphalt thickness exceed the asphalt thickness included in this proposal, the owner will be responsible for additional
costs
4/10/2024
Buyer:
Signature:
Date:
The above prices and scope of work are accepted
ASPHALT PATCHING
P1 SELECTED AS
LOWEST BIDDER
Proposal #: 24-249R1
Date: 4/15/2024
Quote Valid Through: 5/15/2024
Proposal Name: Price Rd 66in Sewer
Phone: (480) 686-2006
Project Address: Price Rd - Queen Creek Rd to Loop 202
Email: nate@coppervalleycontractors.com
B&F Contracting
Contact: Benjamin Esquivel
11011 N 23rd Avenue
Phone: (602) 702-2695
Phoenix, AZ 85029
Email: benjamin.esquivel@bfcontracting.com
TRENCH PATCHING - TEMPORARY - 5"
Quantity
975 SY
TRENCH PATCHING - PERMANENT - 6"
975 SY
ASPHALT PATCHING - PERMANENT - 6"
533 SY
Sub Total:
Gross Receipts Tax Basis:
Gross Receipts Tax Total:
Grand Total:
Bid Specific Notes &Disclaimers:
Proof roll existing base, furnish and install EVAC Hot Mix Asphalt to an estimated
compacted depth of 5" over two lifts for a temporary patch.
*Includes 6 mobilizations.
Proof roll existing base, furnish and install EVAC Hot Mix Asphalt to an estimated
compacted depth of 6" over two lifts for a permanent patch.
*Includes 6 mobilizations.
$73,230.00
$82,310.00
Pricing is based on performing the work in 24 mobilizations/phases. Depth of the asphalt is an estimate. Additional depth
may require a change order. Removal of the asphalt does not include any subgrade or drainage remediation. Price
includes the use of a CONVENTIONAL mix, the required use of a modified mix may result in a change order.
*No testing, traffic control, bonds, permits, fees, concrete, striping/signage, weed kill, survey/staking, ADA compliance
remediation, night work, paving machine, weekend work, crack seal, demo, sawcut, haul off, utility adjustments.
Proof roll existing base, furnish and install EVAC Hot Mix Asphalt to an estimated
compacted depth of 6" over two lifts for a permanent patch.
*Includes 12 mobilizations.
$61,820.00
$217,360.00
0.00%
$217,360.00
Tax Excluded
Proposal
Account:
Chandler, AZ 85286
Bid Sub Total
ASPHALT PATCHING
NOT SELECTED
Customer Proposal Acceptance
Customer: B&F Contracting
Copper Valley Contractors
Contact:
Contact:
Date:
Date:
Terms & Conditions
Benjamin Esquivel
I. Dispute Resolution & Venue. In the event that a dispute arises between the Customer and Copper Valley Contractors, contract compliance and
all disputes will be handled in under Maricopa County, Arizona jurisdiction and venue and governed by the laws of the State of Arizona.
A. Agreement. By signing and/or confirming a Purchase Order based on the above proposal, Customer is acknowledging that they have read and
understood Copper Valley Contractors Terms & Conditions and accept the terms and conditions therin apply to the Purchase Order.
B. Execution of Work. Copper Valley Contractors shall furnish all labor, equipment, materials, services, and tools to perform and complete in a good
and workmanlike manner the Work described above. Work will be performed during Copper Valley Contractors normal business hours unless negotiated
prior to entering into this agreement.
G. Liquidated Damages & Backcharges. If The Customer will not be entitled to liquidated damages unless they are negotiated prior to signing
this contract and noted in this agreement. Backcharges from the customer will not be valid unless Copper Valley Contractors agrees to them in writing
prior to the execution of the work pertaining to the backcharge.
H. Indemnity. Copper Valley Contractors shall not be required to indemnify and hold harmless any party from damages (including but not limited to:
court costs, litigation, settlement, reasonable attorneys' fees and disbursements, costs of investigation, interest and penalties) to person or property for
any actions except their own negligence and only in the proportional amount of their negligence.
C. Workmanship Warranty. All workmanship is warrantied against defects for a period of one year from the date of substantial completion.
Copper Valley Contractors shall not be held responsible for any damages to its work that is caused by others or improper use.
D. Performance & Schedule. Copper Valley Contractors will be given a reasonable amount of time to perform the work and shall not be held
responsible for delays of any kind beyond its control. This includes, but is not limited to: delays caused by the customer/owner, transportation, raw
material availability, hazardous waste, supplier/vendor allocations, weather events, the architect, the engineer, and acts of God. Copper Valley
Contractors will submit a proposed schedule or schedule date to the customer. Customer will notify Copper Valley Contractors if there are any conflicts
and will work with Copper Valley Contractors in the event that they need to adjust the schedule.
E. Payment. If the scope of Work described above dictates a performance of the work over multiple months, Copper Valley Contractors shall be paid
monthly progress payments within 30 days after receipt of their invoice for the value of the work performed. Once the project is substantially complete,
final payment, including retention and change orders, will be paid within 30 days after receipt of Copper Valley Contractors final invoice. In the event
that complete payment is not made when due, the owner shall bear an interest rate of 1.5% per month, any reasonable attorney's fees, and all costs to
collect.
F. Lien Rights. Copper Valley Contractors reserves their right to file a lien or a claim in the event that timely payment by the Customer is not made.
Authorized
Signature:
The terms, pricing, specifications and conditions listed above and in the terms in conditions are hereby accepted. Copper Valley Contractors is authorized
to perform the work as stated. Payment will be made within the time frame as specified above. Copper Valley Contractors reserves the right to
withdraw this proposal if it is not accepted within the time frame listed above or market conditions invalidate pricing.
Payment Terms: NET 30 Days
Authorized Signature:
Nate Kitmitto
ASPHALT MAIN
BYPASS/WIDE
TRENCH PAVING
PAVECO SELECTED
Page 1
bids@dukes.com
PROPOSAL SUBMITTED TO:
DATE
PHONE
B&F Contracting
1/23/2024
623-764-7622
STREET (Business address)
JOB / PROJECT NAME
11011 N. 23rd Ave
Price Rd 4k Pano of 66"
CITY, STATE AND ZIP CODE
JOB LOCATION
Phoenix, Az 85029
Phoenix, Az
CONTACT NAME
Email
Marco Velarde
marco.velarde@bfcontracting.com
ITEM
QTY
UNIT
PRICE
1
12,860
LF
$4.00
GRAND TOTAL:
EXCLUSIONS ( any qualifications to exclusions are in parenthesis )
1
2
3
4
WE PROPOSE hereby to furnish material and labor -- complete in accordance with above specifications, for the sum of:
Payment terms:
Dollars:
30 Days of Invoice
This proposal shall be incorporated into the service contract when
Duke's Root Control Inc. is listed as a subcontractor.
Authorized Signature:
This proposal may be withdrawn by us if not accepted within 30 days.
Date
Customer Signature
Print name/Title
Permits, Licenses and Performance Bonds
Major Traffic Control
Bypass
Access - Owner shall provide adequate access to MH's
$51,440.00
All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above
specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements are contingent
upon strikes, accidents, or delays beyond our control. Maximum allowable interest charge on overdue invoices. Duke's Root Control, Inc. will provide certificate of insurance
upon request.
ACCEPTANCE OF PROPOSAL : The above prices, specifications and conditions are satisfactory and are hereby accepted for a 6 Month
Period. You are authorized to do the work as specified. Requests for additional services beyond the above outlined scope will be submitted by written change order and
payment thereof made accordingly.
$51,440.00
DESCRIPTION
Post CIPP 4K Pano Inspection of 66" Sanitary Sewer
TOTAL
$51,440.00
2115 S. 11th Ave, STE 120, Phoenix, Az 85007
O: 800.447.6687 www.dukes.com
Page 1 of 1
POST-CIPP CCTV (PANO)
Page 1 of 3
0
4/4/2024
Cerny, Paul
Phoenix
Bragg Contact:
Date of Quotation:
P-9986
Quoted out of:
Quote Number:
Phone Number:
(602) 284-2546
E-Mail:
paul.cerny@braggcrane.com
Customer:
Address:
Quoted To:
Phone Number:
Bragg Crane & Rigging - PH
Benjamin Esquivel
(602) 233-0205
2816 N 27th St
Phoenix,AZ 85009
E-Mail:
Jobsite Name:
Jobsite Address:
Start Date:
End Date:
Quotation Status:
Quoted to Customer
Price Road & 202
Work to be performed:
Set Precast
In
Set Back Fr. Bldg
Radius
Height
60000
30
0
Lift Information:
Up
Heaviest Pick
Equipment Required:
Est. Amt
Rate
Description
Est. Qty
$1,890.00
$1,890.00
Crane Mobilization
1.00 Each
Per Trip- Sewer
$4,950.00
$4,950.00
190 Ton Hydraulic Truck Crane
1.00 Day
Per Day- 8 Hour Minimum- Sewer
$1,890.00
$1,890.00
Crane Demobilization
1.00 Each
Per Trip- Sewer
$650.00
$650.00
Crane Mobilization
1.00 Each
Per trip-pumps
$3,500.00
$3,500.00
90 Ton Hydraulic Truck Crane
1.00 Day
Per Day- 8 Hours-Pumps
$650.00
$650.00
Crane Demobilization
1.00 Each
Per Trips- Pumps
$1,353.00
Surcharge
1.00
10.00%
$14,883.00
Quote Estimate:
Comments:
This quote is contingent on a clear working and level working area. Any hours worked over 8-hours $50.00
per man, per hour will be added for overtime. A firm and level set up area for the crane must be provided.
There will be a 10% fuel surcharge on the invoice total
***Issuance of a purchase order acknowledges acceptance of this quotation
Page 2 of 3
0
4/4/2024
Cerny, Paul
Phoenix
Bragg Contact:
Date of Quotation:
P-9986
Quoted out of:
Quote Number:
Phone Number:
(602) 284-2546
E-Mail:
paul.cerny@braggcrane.com
Can be viewed at www.braggcompanies.com
Qualification for Price Quotation of Operated and Maintained Crane Rental
1.
Our customer will provide for free, clear, safe, compacted all-weather access for the erection, dismantling and operation of all equipment
furnished by BRAGG. 24-hour notice is required for cancellations and/or delays/re-scheduling, including, but not limited to, those issues related to
site clearance, access, or weather. Failure to notify Bragg 24-hours prior to the scheduled onsite time will result in show-up fees billed at their
applicable rates, as determined by Bragg.
2.
Unless specifically otherwise noted, cranes will be erected and dismantled during straight time hours in a continuous operation by
Operating Engineers. Should another craft be required for the buildup per customer or union agreement,
the additional personnel will be furnished by the customer at no cost to BRAGG.
3.
All traffic control, street use permits or OSHA permits will be furnished by the customer in accord with local regulations unless specifically
noted on this quote.
4.
Travel permits will be furnished by BRAGG and billed to the customer at the applicable rate.
5.
The customer will furnish qualified signalmen and qualified rigging personnel to support safe crane operation according to applicable laws.
6.
All rigging is to be furnished by the customer. If BRAGG elects to use BRAGG rigging, damage to the rigging will be billed to the customer.
Testing or certification of rigging will result in additional charges (if required).
7.
Timber mats, steel plates or other site protections are available at additional cost (if required).
8.
Lift engineering or professional engineering review is available at additional cost (if required). Each requested revision will be billed at
applicable rate.
9.
A Waiver of Liability releasing BRAGG from site damage caused by normal crane operation must be signed prior to work but is agreed to if
directed to work by the customer even without the customer’s signature
10.
All site-specific training, testing or orientation of BRAGG personnel will be invoiced at applicable rates.
11.
BRAGG will provide standard insurance in the in the amount of $1 million each for Workers Compensation, General Liability and Automotive.
Higher limits, endorsements and additionally insured certificates
are available at additional cost of 8% of invoice value or $200 (whichever is greater) for “directly caused by” indemnification only.
Bonding will be invoiced at cost plus 15% for administrative processing.
Additionally insured certificates cannot be issued after a job has been completed.
12.
No tax will be applied to the invoice for crane operation as Bragg has already paid all taxes on the equipment.
13.
Unless otherwise negotiated, a minimum 10% fuel and insurance charge will be added to the final invoice amount for fuel cost and
mandatory industry insurance for crane operation.
14.
A four-hour minimum applies to daily rentals; an eight-hour minimum applies to ongoing projects.
15.
All work will be performed and billed in accordance with the local Operating Engineers Union area agreement and/or Iron Workers Local
Union area agreement. Overtime rates are to be billed for work taking place between 5 PM and 6 AM local time.
a. If Operating Engineers are working with a craft with more favorable overtime or work rules, the better terms may apply.
b. A ½ hour meal period must be provided within five hours of start of work or be paid for at the double time rate.
16.
This quote is valid for 30 days, subject to equipment availability at the time of order. Issuance of a purchase order or scheduling eqiupment
shall be considered acceptance of the full and complete costs as determined by Bragg upon completion of work. Payment is due upon receipt
unless alternative terms have been agreed to ahead of time. Invoices will incur late fees and penalties at a rate of 1.5% of the invoice total once
past due, and for every thirty (30) days following.
17. Labor Compliance/Certified Payroll packages will be billed at the applicable one time rate: HACLA/HCIDLA/HUD or equivalent ($750), OCPS
($500), CPR ( $300). Any fines incurred due to late submission of compliance documents is to be absorbed by the Customer if notice of required
paperwork is not provided four (4) working days (Bragg observed holidays not included) prior to commencement of work.
18.
Customer Pre-Payment Policy: Dispatch of equipment to job site is contingent upon confirmation that Customer has a sufficient
pre-approved credit limit or Customer has pre-paid for quoted services. Customers with no pre-approved credit should allow 2-3 business days
for credit application processing prior to dispatch. Pre-payment may be processed online by visiting the website listed below. Select the "Pay
Online" button, located in the upper right corner of the page. Please forward the online payment to your salesman via e-mail to confirm your
order.
19.
This quote was composed with the best information available at the time of creation and is subject to change without notice. It is an
estimate of the projected costs and is not a fixed amount. Issuance of a purchase order, scheduling of equipment, or any payment prior to work
Terms & Conditions:
Page 3 of 3
0
4/4/2024
Cerny, Paul
Phoenix
Bragg Contact:
Date of Quotation:
P-9986
Quoted out of:
Quote Number:
Phone Number:
(602) 284-2546
E-Mail:
paul.cerny@braggcrane.com
being executed, shall not be construed as a representation by Bragg that the actual costs of the Work shall not exceed the pre-paid, and or
quoted amount. Bragg retains the right to bill for the full actual costs of the Work, as determined by Bragg upon completion.
20.
Accounts with balances exceeding 90 days may be pursued legally for remedy. If Bragg so chooses to pursue unpaid balances through
legal actions, including, but not limited to, the use of a collection service, for goods or services rendered, you understand and agree to waive
your rights to a trial by jury and to the extent permitted by law, you agree to pay all expenses incurred by Bragg Companies in relation to
collection, enforcement or protection of your rights and remedies. Expenses include, but are not limited to, attorney’s fees, court costs and other
legal expenses.
Bid Item
Description
Quantity
Unit
Total Price
Total Price
Total Price
13
Bypass -> Price Junction Structure Bypass Tie-in
16" DIP 90-Bend FlgxFlg
1
EA
1,341.76
$
1,341.76
$
1,220.16
$
1,220.16
$
P
1,220.16
$
1,220.16
$
Dismantling Joint
1
EA
$ 3,724.96
3,724.96
$
$ 4,746.60
4,746.60
$
$ 3,961.95
3,961.95
$
16" Flg Hardware Kits
4
EA
$ 91.97
367.88
$
$ 91.68
366.72
$
P $ 91.68
366.72
$
16" Flg Gaskets
4
EA
$ 13.78
55.12
$
$ 18.76
75.04
$
P $ 18.76
75.04
$
-
$
-
$
-
$
Subtotal:
5,489.72
$
Subtotal:
6,408.52
$
Subtotal:
5,623.87
$
13
Bypass -> SRP Flushing Station
8" MJxMJ Gate Valve
1
EA
$ 1,481.27
1,481.27
$
1,404.90
$
1,404.90
$
1,472.74
$
1,472.74
$
8"x6" MJxMJ Reducer
2
EA
$ 109.29
218.58
$
108.66
$
217.31
$
106.40
$
212.80
$
8" TJ DIP
20
LF
$ 37.91
758.20
$
35.02
$
700.44
$
37.39
$
747.80
$
8" MJ Cap
1
EA
$ 86.00
86.00
$
85.50
$
85.50
$
83.73
$
83.73
$
8" MJ Restraints
5
EA
$ 55.19
275.95
$
50.18
$
250.92
$
79.38
$
396.90
$
8" MJ Accessories
5
EA
$ 32.65
163.25
$
26.72
$
133.60
$
-
$
-
$
6" MJ Restraints
2
EA
$ 36.73
73.46
$
33.40
$
66.79
$
64.29
$
128.58
$
6" MJ Accessories
2
EA
$ 31.49
62.98
$
23.75
$
47.50
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
Subtotal:
3,119.69
$
Subtotal:
2,906.96
$
Subtotal:
3,042.55
$
8,609.41
$
9,315.47
$
8,666.42
$
Note: "P" is for plug.
FULLERFORM
DUCTILE IRON PIPE & FITTINGS BID COMPARISON
Unit Price
Unit Price
WINWATER
DANA KEPNER
Unit Price
Total WL Pipe & Fittings Material Costs
PRICE RD. 66" SEWER 16" COUPLER
SEWER
Due to world conditions and supply chain issues, Dana Kepner Co. quotes are based on the manufacturers' pricing
and availably at time of shipment. We urge that pricing be confirmed before delivery.
BS031124A
Bert Salazar
B & F CONTRACTING, INC - PHX
Quote:
Sales Rep:
Customer:
B&F LIST
TakeOff Name:
Project Location:
Bid Date:
Phoenix
2401 South 19th Avenue
Phoenix, AZ 85009
Phone: 602.255.0234
On Call: 602.757.7991
Standard Hours: 6:00a to 4:00p Monday through Friday
Phone:
eMail:
602.531.3408
bsalazar@danakepner.com
Quote Printed: Monday, March 11, 2024
Page 1 of 4
DIP PIPE & FITTINGS
KEPNER SELECTED AS
LOWEST BIDDER
Terms and Conditions
Due to the extreme volatility of raw material, energy, and transportation costs, the prices shown in this quotation are
subject to the Manufacturers' price in effect at the time of shipment.
Totals are for estimating purposes only. Unit prices prevail.
Dana Kepner Company, Inc. is not responsible for manufacturers ability to ship material or hold prices.
Due to volatility in the copper commodity market, copper tubing pricing will be determined at time of shipment.
Quoted totals do not include taxes.
PVC and HDPE pricing is based on manufacturer's ability to direct ship to the jobsite.
This quote is for the supply of material only.
The materials specifications, sizes, and quantities listed are the interpretations of Dana Kepner Company, Inc. and are
believed to be correct, but are not guaranteed.
Connecting hardware for Non-DK supplied material is not included in bid, unless otherwise noted.
PVC Sewer Pipe may come in 13', 14', 20', & 22' lengths, based on availability. Regardless of product description in this
proposal.
Clay Pipe and Fittings are Non-Returnable.
PVC and HDPE material are considered Freight-On-Board from the manufacturer.
Terms are net 30, and Quote is based on award of complete project.
All returns must be approved by management and will have a minimum 15% restock charge. Nonstocks are not
returnable, and are shaded gray within this quote.
Manufacturer standard warranty applies.
Thank you for the opportunity to bid this project.
Assumptions
specifications will prevail in this proposal.
Quote Printed: Monday, March 11, 2024
Page 2 of 4
SEWER
FITTINGS
Qty
Unit
Description
Price
Total Price
1
1.0 EA
16" FLANGED 90 BEND 125#
$1,341.76
$1,341.76
2
1.0 EA
16" FLG TEE C/L D.I.
$2,086.09
$2,086.09
3
6.0 EA
CERAMIC EPOXY REPAIR KIT
$264.02
$1,584.12
4
5.0 EA
16" FLANGE GASKET, 125#, FULL FACE, RUBBER, 1/8"
$13.78
$68.90
5
5.0 EA
1-1/8" X 5" BOLT PACK INCL 16 PLAIN BOLTS&NUTS BOLTS &
NUTS
$91.97
$459.85
$5,540.72
Average Cost per LS:
$5,540.72
Total Units: 1.0
Quote Printed: Monday, March 11, 2024
Page 4 of 4
23-3001-00 PRICE ROAD 66" SEWER - 8" FITTINGS
WATER
Due to world conditions and supply chain issues, Dana Kepner Co. quotes are based on the manufacturers' pricing
and availably at time of shipment. We urge that pricing be confirmed before delivery.
***
Approximate Projected Lead Time for Delivery of Materials Listed on this Quotation is 90+ Days for Water &
Sewer Projects and 180+ Days for Water Meters and/or Radios
***
DUE TO GLOBAL SUPPLY CHAIN ISSUES, RISING COSTS OF MANUFACTURING AND TRANSPORTATION DUE
TO THE RUSSIA-UKRAINE WAR, AND THE LINGERING EFFECTS OF COVID-19; DANA KEPNER QUOTATIONS
ARE FOR ESTIMATING PURPOSES ONLY. ALL MATERIAL WILL BE PRICED AT TIME OF SHIPMENT
***
REVISED 4/5/2024 - ADDED MECHANICAL PLUGS AND DISMANTLING JOINT
***
RF040424C-REV1RF
Bert Salazar
B & F CONTRACTING, INC - PHX
Quote:
Sales Rep:
Customer:
B&F LIST
TakeOff Name:
CHANDLER
Project Location:
Bid Date:
Phoenix
2401 South 19th Avenue
Phoenix, AZ 85009
Phone: 602.255.0234
On Call: 602.757.7991
Standard Hours: 6:00a to 4:00p Monday through Friday
Phone:
eMail:
602.531.3408
bsalazar@danakepner.com
Quote Printed: Sunday, April 7, 2024
Page 1 of 4
DIP PIPE & FITTINGS
KEPNER SELECTED AS
LOWEST BIDDER
Terms and Conditions
Due to the extreme volatility of raw material, energy, and transportation costs, the prices shown in this quotation are
subject to the Manufacturers' price in effect at the time of shipment.
Totals are for estimating purposes only. Unit prices prevail.
Dana Kepner Company, Inc. is not responsible for manufacturers ability to ship material or hold prices.
Due to volatility in the copper commodity market, copper tubing pricing will be determined at time of shipment.
Quoted totals do not include taxes.
PVC and HDPE pricing is based on manufacturer's ability to direct ship to the jobsite.
This quote is for the supply of material only.
The materials specifications, sizes, and quantities listed are the interpretations of Dana Kepner Company, Inc. and are
believed to be correct, but are not guaranteed.
Connecting hardware for Non-DK supplied material is not included in bid, unless otherwise noted.
PVC Sewer Pipe may come in 13', 14', 20', & 22' lengths, based on availability. Regardless of product description in this
proposal.
Clay Pipe and Fittings are Non-Returnable.
PVC and HDPE material are considered Freight-On-Board from the manufacturer.
Terms are net 30, and Quote is based on award of complete project.
All returns must be approved by management and will have a minimum 15% restock charge. Nonstocks are not
returnable, and are shaded gray within this quote.
Manufacturer standard warranty applies.
Thank you for the opportunity to bid this project.
Assumptions
Chandler specifications will prevail in this proposal.
Quote Printed: Sunday, April 7, 2024
Page 2 of 4
23-3001-00 PRICE ROAD 66" SEWER - 8" FITTINGS
FITTINGS
Qty
Unit
Description
Price
Total Price
1
1.0 EA
8" MJ RW DI OL VALVE, LESS ACCS
$1,481.27
$1,481.27
2
1.0 EA
TYPE C 562 VALVE BOX W/NYLON WATER LID
$141.04
$141.04
3
1.0 EA
DC457-6" BLUE DEBRIS CAP
$61.61
$61.61
4
2.0 EA
8X6" MJXMJ REDUCER, CL, SSB, DI, LESS ACCS
$109.29
$218.58
5
18.0 FT
8"X18'1-1/2" PC350 DI PI PE TYTON JOINT, CMNT LIN
DUCTILE IRON PIPE-ANSI A21.51
$37.91
$682.38
6
1.0 EA
8" MJ CAP, SSB, DI, LESS ACCS
$86.00
$86.00
7
5.0 EA
8" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$55.19
$275.95
8
5.0 EA
8" MJ BOLT & GASKET PAK W/6-3/4X4.0" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
$32.65
$163.25
9
2.0 EA
6" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$36.73
$73.46
10
2.0 EA
6" MJ BOLT & GASKET PAK W/6-3/4X4.0" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
$31.49
$62.98
$3,246.52
Average Cost per LS:
$3,246.52
Total Units: 1.0
ADDITION
NOTE: DKC DOES NOT HAVE A MANUFACTURE THAT MAKES A STAINLESS STEEL DISMANTILING JOINT.
DKC IS BIDDING AN ASTM A36 CARBON STEEL BODY WITH AWWA C207 CLASS D FLANGES DISMANTILING
JOINT THAT HAS ROMACOAT FUSIN BONDED EPOXY, NSF 61 CERTIFIED APPLIED; SUBJECT TO
APPROVAL
Qty
Unit
Description
Price
Total Price
1
1.0 EA
12" CAST ALUMINUM "POSI-SEAL" MECHANICAL WING NUT
PLUG, INSIDE PIPE #603-12
$350.77
$350.77
2
1.0 EA
8" MECHANICAL WING NUT PLUG "INSIDE THE PIPE" #605-08
$120.00
$120.00
3
1.0 EA
18" ROMAC DJ400 DISMANTLING JOINT W/ROMACOAT FUSION
BONDED EPOXY & 316SS B&N
$3,724.96
$3,724.96
$4,195.73
Average Cost per LS:
$4,195.73
Total Units: 1.0
Quote Printed: Sunday, April 7, 2024
Page 4 of 4
B&F CONTRACTING, INC
11011 N. 23RD AVENUE
PHOENIX, AZ 85029
Fullerform Systems Inc.
24 East Pioneer St.
PHOENIX, AZ 85040
Phone (602) 268-5701
EXPIRATION DATE
PAGE NO.
Quotation
QUOTE NUMBER
S100036684
05/03/2024
1 of 2
Fullerform Systems Inc.
24 East Pioneer St.
PHOENIX, AZ 85040
Phone (602) 268-5701
CUSTOMER NUMBER
CUSTOMER PO NUMBER
JOB NAME / RELEASE NUMBER
SALESPERSON
WRITER
SHIP VIA
TERMS
SHIP DATE
FREIGHT ALLOWED
JJ PARKINSON
04/28/2024
JJ PARKINSON
1% disc 20 days, Net 30
129
23-3001-00 Price Road 66" Sewe
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
QUOTE TO:
B&F CONTRACTING, INC
11011 N. 23RD AVENUE
PHOENIX, AZ 85029
SHIP TO:
No
Projet: 23-3001-00 Price Road 66"
Sewer
.
8" MJ X MJ GATE VALVE 2508-1 NRS W/
2" OP NUT ||
1ea
1404.900/ea
1404.90
VB-LID-LV
562A/564A VALVE BOX LID LONG VANES
(4" VANES LAS VEGAS / AVONDALE)
1ea
41.875/ea
41.88
VB-TOP-16"
562A/564A 16" VALVE BOX TOP
1ea
72.500/ea
72.50
VB-BOT-24"
562A 24" VALVE BOX BOTTOM
1ea
72.500/ea
72.50
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
2ea
50.184/ea
100.37
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
2ea
26.719/ea
53.44
.
MJR0806
8" X 6" MJ REDUCER
2ea
108.656/ea
217.31
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
2ea
50.184/ea
100.37
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
2ea
26.719/ea
53.44
SGDP06 / 113829
6" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
2ea
33.395/ea
66.79
MJBGAS06
6" MEGA LUG GASKET & BOLT KIT
2ea
23.750/ea
47.50
.
Printed By: JPARKINS on 4/3/2024 3:02:41 PM PDT
** Continued on Next Page **
DIP PIPE & FITTING
NOT SELECTED
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100036684
05/03/2024
2 of 2
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
8TJ350
8" TJ DIP CL350 || 8DIP350
18ft
35.022/ft
630.39
.
MJC08
8" MJ CAP
1ea
85.500/ea
85.50
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
1ea
50.184/ea
50.18
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
1ea
26.719/ea
26.72
.
FTD1616
16" FLANGE TEE
1ea
1897.031/ea
1897.03
FBD9016
16" FLANGE 90 DEG BEND
1ea
1220.156/ea
1220.16
.
16BN
16" BOLT&NUT SET (16EA) 1" X 4-1/2"
A307A || 16"BN
1ea
91.680/ea
91.68
16GASKET
16" FULL FACE 1/8" NEOPRENE GASKET
1ea
18.760/ea
18.76
Subtotal -------
6251.42
______________
Subtotal
S&H Charges
Amount Due
6251.42
0.00
6251.42
Printed By: JPARKINS on 4/3/2024 3:02:41 PM PDT
*ALL PRODUCTS WILL BE PRICED IN EFFECT AT TIME OF SHIPMENT.
*DUE TO SUPPLY CHAIN PRICE INCREASES.
Estimated Tax
0.00
DIP PIPE & FITTING
NOT SELECTED
B&F CONTRACTING, INC
11011 N. 23RD AVENUE
PHOENIX, AZ 85029
Fullerform Systems Inc.
24 East Pioneer St.
PHOENIX, AZ 85040
Phone (602) 268-5701
EXPIRATION DATE
PAGE NO.
Quotation
QUOTE NUMBER
S100036789
05/05/2024
1 of 1
Fullerform Systems Inc.
24 East Pioneer St.
PHOENIX, AZ 85040
Phone (602) 268-5701
CUSTOMER NUMBER
CUSTOMER PO NUMBER
JOB NAME / RELEASE NUMBER
SALESPERSON
WRITER
SHIP VIA
TERMS
SHIP DATE
FREIGHT ALLOWED
JJ PARKINSON
04/05/2024
JJ PARKINSON
1% disc 20 days, Net 30
129
23-3001-00 Price Road 66" Sewe
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
QUOTE TO:
B&F CONTRACTING, INC
11011 N. 23RD AVENUE
PHOENIX, AZ 85029
SHIP TO:
No
23-3001-00 Price Road 66" Sewer
.
270270 / 750-100-00006
8" TEST GRIPPER PLUG (WING NUT)
1ea
46.114/ea
46.11
12" CAST ALUMINUM
POSI-SEAL MECHANICAL WING NUT
PLUG AIR OR WATER TO 7 psi (0.48
Bar) 11.40"-12.25" || 603-12
1ea
350.769/ea
350.77
Non Return / Non Cancellable
^ESTIMATED FREIGHT CHARGE 12" PIPE
PLUG 3-5 DAY LEAD TIME
1ea
45.000/ea
45.00
Subtotal -------
441.88
______________
.
18" STYLE DJ400 DISMANTLING JOINT
w/304 SSTL HARDWARE ||
DJ400-18-304SSTL
1ea
4521.605/ea
4521.60
Non Return / Non Cancellable
^ESTIMATED FREIGHT CHARGE ROMAC
DJ400
*Lead Time 4-6 Days to Ship +
Transit Time*
1ea
225.000/ea
225.00
Subtotal -------
4746.60
______________
Subtotal
S&H Charges
Amount Due
5188.48
0.00
5188.48
Printed By: JPARKINS on 4/5/2024 9:39:45 AM PDT
*ALL PRODUCTS WILL BE PRICED IN EFFECT AT TIME OF SHIPMENT.
*DUE TO SUPPLY CHAIN PRICE INCREASES.
Estimated Tax
0.00
DIP PIPE & FITTING
NOT SELECTED
8" MATERIAL
11051 N 132ND AVE
SURPRISE, AZ 85379
PHONE (623) 536-6192
FAX
(623) 536-9307
0032006
4/03/24
1
Expiration Date
5/03/24
Revised Date
4/03/24
Quoted To Customer
Bid Due Date
4/03/24
B & F CONTRACTING INC
11011 N 23RD AVE
PHOENIX, AZ 85029-4828
Phone (602) 399-3178
NICK WARNER
Fax
(623) 582-3761
nrwarner@winwaterworks.com
(623) 536-6192
002037
2% 10TH, NET 25TH
NICK WARNER
DANNY KOELLEN
S
Job Name
Quote No.
Date
Page
Quoted By
Customer
Quoted To
Salesperson
FOB
Payment Terms
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
1.0
1 7571 8 MJXMJ RS GATE VALVE OL
1472.7400
EA 1472.74
KENNEDY W/ 2" OP NUT SS STEM
2.0
2 8X6 DI ALL MJ REDUCER
106.4000
EA 212.80
100874 IMP L/ACC C153
3.0
18 8" TYTON DIP CL350 18'
37.3900
FT 673.02
4.0
1 8 DI MJ SOLID CAP
83.7300
EA 83.73
247968 IMP L/ACC C153
5.0
5 8 TUFGRIP DI JNT REST &ACC F
79.3800
EA 396.90
114178 IMP W/ACC
6.0
2 6 TUFGRIP DI JNT REST &ACC F
64.2900
EA 128.58
114161 IMP W/ACC
Tax Area Id
Net Sales
2,967.77
030130700
Freight
.00
Tax
.00
Quotation Total
2,967.77
DIP PIPE & FITTING
NOT SELECTED
18" ss dismantling
11051 N 132ND AVE
SURPRISE, AZ 85379
PHONE (623) 536-6192
FAX
(623) 536-9307
0032026
4/04/24
1
Expiration Date
5/04/24
Revised Date
4/04/24
Quoted To Customer
Bid Due Date
4/04/24
B & F CONTRACTING INC
11011 N 23RD AVE
PHOENIX, AZ 85029-4828
Phone (602) 399-3178
NICK WARNER
Fax
(623) 582-3761
nrwarner@winwaterworks.com
(623) 536-6192
002037
2% 10TH, NET 25TH
NICK WARNER
DANNY KOELLEN
S
Job Name
Quote No.
Date
Page
Quoted By
Customer
Quoted To
Salesperson
FOB
Payment Terms
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
1.0
1 12 MECHANICAL PLUG
285.0000
285.00
2.0
1 270-270 8" GRIPPER MECH PLUG
38.5300
EA 38.53
3.0
1 18" SS DISMANTLING JOINT
3961.9500
3961.95
304 SS HARDWARE
Tax Area Id
Net Sales
4,285.48
030130700
Freight
.00
Tax
.00
Quotation Total
4,285.48
DIP PIPE & FITTING
NOT SELECTED
Q U O T A T I O N
Page
1
of
3
2/19/2024
Notes:
1. Quote is subject to our standard terms, conditions, and shipping policies.
2. Payment is due at Net 30. Late Payment service charge for over 30 days will be charged at 18% APR
3. Quote is valid for 60 days from issue date to receipt of PO after 60 days quote is subject to change based off
market value of materials.
4. Sales tax not included. All applicable taxes are to be paid by purchaser
5. If owner requires items to be grouted in field contractor is responsible for materials and labor costs incurred.
6. All loads will be billed at $1980 for each legal load, $6138 for each oversized load at 133" and $16000 for each
oversized load at 208". Total of 5 legal loads, 4 oversized loads at 133" and 4 oversized loads at 208" needed for
job. Customer will only be billed for trucks used. Additional trucks will be billed at market rate. Any freight involving
the need for a route survey, pole car, and/or police escorts will be invoiced directly to the contractor.
7. Freight requested under 3 days notice may be subject to increased freight rates
8. Products will be billed at unit pricing per quotation
9. Rush orders will be priced accordingly.
10. Contractor shall be responsible for joint sealing and performance.
11. Miscellaneous items such as grout, epoxy, and hardware are not included with the structures unless a specific
line item is shown on this quote. Additional charges will apply for any extra items that are not shown on this quote.
12. Final lead time is determined at date of approved submittal.
13. Project retention is not allowed.
14. Summation of structure price is for convenience of bidding only. Structures will be billed by components per
quotation detail.
Quote Date: 2/19/2024
To:
All Bidders
Ref: Price Road 66” Rehab
Chandler, AZ
C1 NEW MH
60"-30" Polymer Manhole
32.00'
13,772
$22,358
1 PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1 PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1 MHC6030
60 IN X 3 FT ECC POLYMER CONE W/ 30"
ACCESS
1 MHS6036
60 IN X 3 FT POLYMER MH SECTION
3 MHS6072
60 IN X 6 FT POLYMER MH SECTION
1 MHS6012NB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
10 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
1 PEPOXY
EPOXY KIT FOR CIP BASE
1 PGROUT
POLYMER GROUT KIT
NEW - Diversion Structure (1)
192" Polymer Manhole (Hatch by Others)
23.11' 234,411
$448,629
1 MHLC96??
96 IN CONCENTRIC POLYMER LID FLAT W/
42X42 ACCESS
1 MHS9672
96 IN X 6 FT POLYMER MH SECTION
1 MHS9672
96 IN X 6 FT POLYMER MH SECTION
1 MHL19296
192 IN ECC POLYMER LID FLAT W/ 96"
ACCESS
1 MHS19224
192 IN X 2 FT POLYMER MH SECTION
1 MHB19296.1
192 IN X 8 FT POLYMER PRECAST BASE
FULL DEPTH
3
S206-74
48 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
1
LABOR FOR FIELD GROUTING
4 PGROUT
POLYMER GROUT KIT
NEW - MH #1
60"-30" Polymer Manhole
32.94'
14,191
$22,736
1 PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1 PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1 MHC6030
60 IN X 3 FT ECC POLYMER CONE W/ 30"
ACCESS
1 MHS6048
60 IN X 4 FT POLYMER MH SECTION
3 MHS6072
60 IN X 6 FT POLYMER MH SECTION
1 MHS6012NB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
10 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
1 PEPOXY
EPOXY KIT FOR CIP BASE
1 PGROUT
POLYMER GROUT KIT
NEW - MH #1A
96"-Reduced-30" Polymer Manhole
32.94'
46,752
$74,503
1 PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1 PR30X4FL
30 IN X 4 IN FLAT PRO-RING
1 PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1 MHC6030
60 IN X 3 FT ECC POLYMER CONE W/ 30"
ACCESS
1 MHS6036
60 IN X 3 FT POLYMER MH SECTION
2 MHS6072
60 IN X 6 FT POLYMER MH SECTION
1 MHS6072NB
60 IN X 6 FT POLYMER MH SECTION NO
BELL
1 MHL9660
96 IN ECC POLYMER MH LID W/ 60"
ACCESS
1 MHB9684.75
96 IN X 7 FT POLYMER PRECAST BASE 3/4
DEPTH
2
KOR-N-SEAL S306-74L
14 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
1 PGROUT
POLYMER GROUT KIT
NEW - MH #2
60"-30" Polymer Manhole
20.76'
8,061
$13,500
1 PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1 PR30X4FL
30 IN X 4 IN FLAT PRO-RING
1 MHC6030
60 IN X 3 FT ECC POLYMER CONE W/ 30"
ACCESS
1 MHS6048
60 IN X 4 FT POLYMER MH SECTION
1 MHS6072
60 IN X 6 FT POLYMER MH SECTION
1 MHS6012NB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
1 PEPOXY
EPOXY KIT FOR CIP BASE
1 PGROUT
POLYMER GROUT KIT
NEW - MH #2A
96"-Reduced-30" Polymer Manhole
20.76'
40,888
$65,247
1 PR30X4FL
30 IN X 4 IN FLAT PRO-RING
1 PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1 MHC6030
60 IN X 3 FT ECC POLYMER CONE W/ 30"
ACCESS
1 MHS6072
60 IN X 6 FT POLYMER MH SECTION
1 MHS6036NB
60 IN X 3 FT POLYMER MH SECTION NO
BELL
1 MHL9660
96 IN ECC POLYMER MH LID W/ 60"
ACCESS
1 MHB9684.75
96 IN X 7 FT POLYMER PRECAST BASE 3/4
DEPTH
2
KOR-N-SEAL S306-74L
10 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
1 PGROUT
POLYMER GROUT KIT
Structure
Description
Height
Weight
Price
For: All Bidders
Ref: Price Road 66” Rehab
Chandler, AZ
Quote Date: 2/19/2024
Page
2
of
3
2/19/2024
Quotation 7.4.72.00
Utilized to establish allowance for Polymer
Q U O T A T I O N
Page
1
of
2
3/15/2024
Notes:
1. Quote is subject to our standard terms, conditions, and shipping policies.
2. Payment is due at Net 30. Late Payment service charge for over 30 days will be charged at 18% APR
3. Quote is valid for 60 days from issue date to receipt of PO after 60 days quote is subject to change based off
market value of materials.
4. Sales tax not included. All applicable taxes are to be paid by purchaser
5. If owner requires items to be grouted in field contractor is responsible for materials and labor costs incurred.
6. All loads will be billed at $18000 for each oversized load at 208", $1400 for each legal load and $6650 for each
oversized load at 133". Total of 5 oversized loads at 208", 2 legal loads and 4 oversized loads at 133". Customer
will only be billed for trucks used. Additional trucks will be billed at market rate. Any freight involving the need for a
route survey, pole car, and/or police escorts will be invoiced directly to the contractor.
7. Freight requested under 3 days notice may be subject to increased freight rates
8. Products will be billed at unit pricing per quotation
9. Rush orders will be priced accordingly.
10. Contractor shall be responsible for joint sealing and performance.
11. Miscellaneous items such as grout, epoxy, and hardware are not included with the structures unless a specific
line item is shown on this quote. Additional charges will apply for any extra items that are not shown on this quote.
12. Final lead time is determined at date of approved submittal.
13. Project retention is not allowed.
14. Summation of structure price is for convenience of bidding only. Structures will be billed by components per
quotation detail.
Quote Date: 3/15/2024
To:
All Bidders
Ref: Price Road 66” Rehab
Chandler, AZ
Diversion Structure
192" Polymer Manhole
23.41' 278,863
$554,795
1
96"X48" HATCH (CAST INTO TOP PIECE)
1 MHL192HATCH 192 IN ECC POLYMER LID FLAT W/ HATCH
1 MHS19284
192 IN X 7 FT POLYMER MH SECTION
1 MHS19296
192 IN X 8 FT POLYMER MH SECTION
1 MHB19296.1
192 IN X 8 FT POLYMER PRECAST BASE
FULL DEPTH
3
S206-74
54 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
4
1-1/8" S-209 APS SHACKLE
4
5/8" S-1316 SHUR-LOC EYE HOOK
1
LABOR FOR FIELD GROUTING
3 PGROUT
POLYMER GROUT KIT
NEW - MH #1
60"-30" Polymer Manhole
32.94'
14,191
$22,236
1 MHC6030
60 IN X 3 FT ECC POLYMER CONE W/ 30"
ACCESS
1 MHS6048
60 IN X 4 FT POLYMER MH SECTION
3 MHS6072
60 IN X 6 FT POLYMER MH SECTION
1 MHS6012NB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
10 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
1 PEPOXY
EPOXY KIT FOR CIP BASE
1 PGROUT
POLYMER GROUT KIT
NEW - MH #3
60"-30" Polymer Manhole
20.76'
8,061
$13,100
1 MHC6030
60 IN X 3 FT ECC POLYMER CONE W/ 30"
ACCESS
1 MHS6048
60 IN X 4 FT POLYMER MH SECTION
1 MHS6072
60 IN X 6 FT POLYMER MH SECTION
1 MHS6012NB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
1 PEPOXY
EPOXY KIT FOR CIP BASE
1 PGROUT
POLYMER GROUT KIT
OWRF 756007676
120"-30" Polymer Manhole
33.54' 123,734
$157,615
1 MHL120??
120 IN ECC POLYMER LID FLAT W/ 42X42
ACCESS
1 MHS12024
120 IN X 2 FT POLYMER MH SECTION
1 MHS12084
120 IN X 7 FT POLYMER MH SECTION
2 MHS12096
120 IN X 8 FT POLYMER MH SECTION
1 MHB12096.75
120 IN X 8 FT POLYMER PRECAST BASE
3/4 DEPTH
1
34L PSX-2:DD
1
S306-48L NPC BOOT
2
S406-84L
60 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
Sub-Total
$747,746
Freight/Delivery
$119,400
$867,146
Total Price for
Price Road 66” Rehab
Structure
Description
Height
Weight
Price
For: All Bidders
Ref: Price Road 66” Rehab
Chandler, AZ
Quote Date: 3/15/2024
Page
2
of
2
3/15/2024
Quotation 7.4.72.00
NOTE: QUOTE FOR 16 EACH NEW MANHOLES
WILL BE FORTHCOMING.
1
34L PSX-2:DD
OWRF 756007676
120"-30" Polymer Manhole
33.54' 125,397
$157,615
1 MHL120??
120 IN ECC POLYMER LID FLAT W/ 42X42
ACCESS
1 MHS12012
120 IN X 1 FT POLYMER MH SECTION
3 MHS12096
120 IN X 8 FT POLYMER MH SECTION
1 MHB12096.75
120 IN X 8 FT POLYMER PRECAST BASE
3/4 DEPTH
1
S306-48L NPC BOOT
2
S406-84L
60 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
Spreader Bar
0.00'
0
$2,000
1
SPREADER BAR & RIGGING
Sub-Total
$806,588
Freight/Delivery
$98,452
$905,040
Total Price for
Price Road 66” Rehab
Structure
Description
Height
Weight
Price
For: All Bidders
Ref: Price Road 66” Rehab
Chandler, AZ
Quote Date: 2/19/2024
Page
3
of
3
2/19/2024
Quotation 7.4.72.00
Sales Engineers
Phone: (602) 243-0585 3501 E. BROADWAY ROAD PHOENIX, AZ 85040 Fax (602) 276-5402
Page 1 of 1
QUOTATION #: 20240415-7EL
DATE: APRIL 22, 2024
TO:
ATTN:
B&F CONTRACTING
TRAVIS MONK & JOSH ONSTOTT
Job Name:
Location:
Quoted By:
Bid Date:
PRICE ROAD 66-INCH
REHAB
CHANDLER, AZ
ERIC LORING, PE
APRIL 22, 2024 @ 5 PM
Unless otherwise stated: Prices are firm for 30 days from bid date, payment terms are NET 30 DAYS from
shipment. Prices do not include any sales and/or use taxes. Applicable taxes will be added to the invoice
at the rate in effect at the time of shipment. Interest shall accrue on past due amounts of 1.5% per
month. Freight terms are F.O.B. factory, full freight allowed.
QTY
Description
Each
Total
PRICE ROAD 66-INCH REHAB
POLYMER CONCRETE
MANUFACTURER: US COMPOSITE PIPE (AS SPECIFIED)
REFER TO USCP’S DETAILED SCOPE DATED 4/21/2024
FOR SPECIFIC DETAILS
TOTAL PRICE
FREIGHT INCLUDED
FOB FACTORY
$ 2,188,788.00
JCH/USCP REQUEST A MEETING WITH B&F AND CHANDLER TO DISCUSS
FEASIBILITY OF THE JUNCTION STRUCTURE AS IT’S CURRENTLY PROPOSED.
THANK YOU FOR THE OPPORTUNITY TO QUOTE THE ABOVE WORK!
800 CR 209 •Alvarado •TX• 76009• Phone 817-783-3444 •Fax 817-783-6002
SCOPE
DATE: 4/22/2024
We are proposing to bid the following project:
Price Road 66-inch
Our proposal will include the listed materials for the above referenced project:
Quantity (16) 96” Diameter Steel Reinforced Polymer Concrete Manhole with cone:
includes rubber gasket joints per ASTM C-443 and pipe to manhole connectors per ASTM
C-923. Manhole will be steel reinforced per ASTM C478 and slabs will be HS20 rated with
grade 60 rebar. Factory built polymer concrete flow channel is provided. Base slabs will
be monolithic with base walls. Cast in lifters will not penetrate the wall. Diameter will
reduce to 60” at 6’ above bench. Pipe connectors will be A-Lok and based on DIP OD.
Quantity (1) 60” Diameter Steel Reinforced Polymer Concrete Manhole with cone:
includes rubber gasket joints per ASTM C-443 and pipe to manhole connectors per ASTM
C-923. Manhole will be steel reinforced per ASTM C478 and slabs will be HS20 rated with
grade 60 rebar. Cast in lifters will not penetrate the wall. This is a doghouse style
manhole. Base by others.
Quantity (1) 144” Diameter Steel Reinforced Polymer Concrete Manhole with cone:
includes rubber gasket joints per ASTM C-443 and pipe to manhole connectors per ASTM
C-923. Manhole will be steel reinforced per ASTM C478 and slabs will be HS20 rated with
grade 60 rebar. Factory built polymer concrete flow channel is provided. Base slabs will
be monolithic with base walls. Cast in lifters will not penetrate the wall. Diameter will
reduce to 60” at 6’ above bench. Pipe connectors will be A-Lok for 66” pipe at DIP OD.
Quantity (1) 192” Diameter Steel Reinforced Polymer Concrete Manhole: includes rubber
gasket joints per ASTM C-990 and pipe to manhole connectors per ASTM C-923. Manhole
will be steel reinforced per ASTM C478 and slabs will be HS20 rated with grade 60 rebar.
Factory built polymer concrete flow channel is provided. Cast in lifters will not penetrate
the wall. Pipe connectors will be A-Lok for 66” DIP OD.
Excluded: Hatches, inserts, sump fillet, extended base, flat top hardware, external joint
wrap, pipe gasket lube, grade rings, bolted manhole joint connection, vent piping, grout
material, steps, stop logs, grates, internal hardware, and ring and cover castings.
Field poured floatation collar, if required, by others.
Respectfully Submitted,
Eric H. Davidson
edavidson@uscompositepipe.com
817.829.9109
DESERT READY MIX
READY MIX CONCRETE SALES AND SERVICE
4011 PRESIDO STREET
MESA, AZ 85215
OFFICE: 480-428-2280 FAX: 480-985-4248
* E – Environmental | S – Saturday Fee | F – Fuel Surcharge
Begin Date:
March 8, 2024
Quote # :
21562
Expiration Date:
May 31, 2024
MAP/GRID
Item Code
Item Description
Est. Qty
Price
S500000
ABC SLURRY (NO SACK)
2900 Yards
$101.00
S500501
PHCLSM.5 (1/2 SACK SLURRY COP)
2900 Yards
$105.00
SRP104
1/2 SACK MAG CLSM (SRP MIX IF NEEDED)
Per Yard
$105.00
S501001
PHCLSM1(1 SACK SLURRY)
2900 Yards
$109.00
SRP105
1 SACK MAG CLSM (SRP MIX IF NEEDED)
Per Yard
$109.00
A202001
MAG C 2000 PSI W/ASH
25 Yards
$142.00
A202501
MAG B 2500 PSI W/ASH
50 Yards
$146.00
A203001
MAG A 3000 PSI W/ASH
25 Yards
$150.00
A204001
MAG AA 4000 PSI W/ASH
50 Yards
$158.00
TC
TEMPERATURE CONTROL
Per Yard
$1.00
AG010003 DELIVERED MAG SPEC ABC (NON-LIME)
6800 Tons
$19.25
Additional Fees Minimum Load Fee
Customer:
B & F CONTRACTING INC
Customer Code:
BFCO001
Address:
11011 N 23RD AVE
PHOENIX, AZ 85029
Contact:
BENJAMIN ESQUIVEL
Phone:
623-582-1170
Fax:
Project:
PRICE ROAD 66” SEWER #23-3001-00
Job Address:
PRICE ROAD & QUEEN CREEK ROAD
Terms Description:
2% 10TH NET 30
Fee ID *
UOM
Price
E01
Per Yard
$3.25
FSC
Per Load
$TBD
Less than or equal to
UOM
Price
2 Yards
Load
$0.00
3.5 Yards
Load
$0.00
5.5 Yards
Load
$0.00
Normal operating hours are Mon-Fri, Sat, Sun or Holidays are subject to surcharges.
Color added at no expressed guarantee.
Drivers do not accept cash or make change.
Desert Ready Mix reserves the right to increase prices due to RAW Material cost increases
such as Cement, Fly Ash, Aggregates or unexpected Fuel increases.
All specialized aggregate sales are based on availability.
Deliveries less than 6 Cubic yards are subject to our minimum load charges.
This quote does not guarantee product or service availability
All Aggregates and Concrete deliveries include a per load fuel surcharge.
PROJECT NAME
JOB / P. O. NUMBER
QUOTE DATE
PRICE RD 66" SEWER 23-3001-00
81575 /
3/9/2024 5:26:51 PM
PROJECT LOCATION
BID DATE
PRICE RD & W QUEEN CREEK RD CHANDLER, AZ 85286
March 9, 2024
PROJECT START DATE
CUSTOMER
B & F CONTRACTING INC
July 1, 2024
CONTACT
BENJAMIN ESQUIVEL 602-702-2695
QUOTE EXPIRATION DATE
BENJAMIN.ESQUIVEL@BFCONTRACTING.COM
December 31, 2024
**See Price Escalators**
STREET ADDRESS
11011 N 23RD AVE
CITY, STATE, ZIP
PHOENIX, AZ 85029-4828
CUSTOMER NO.
992678
4129 E Van Buren St, Suite 200
Phoenix, AZ 85008
(602) 685-3400
QUOTE NUMBER: 151802
SALES REP: Villegas, Raul
(480) 298-0157
Raul.Villegas@MartinMarietta.com
PRODUCT CODE
MATERIAL DESCRIPTION
UOM
USAGE
QTY
PRICE
8000A00
ABC SLURRY (SRP#100)
CY
SLURRY
2900
$100.00
PHCLSM
1/2 SACK ABC SLURRY (PHCLSM1/2)
CY
SLURRY
2900
$105.00
PHCLSM1
1 SACK ABC SLURRY
CY
SLURRY
2900
$108.00
2203141
MAG C, 1"
CY
CURBS
25
$135.00
2253141
MAG B, 1"
CY
CURBS
50
$139.00
2303141
MAG A, 1"
CY
ENCASEMENT
25
$142.00
2403141
MAG AA, 1"
CY
CURBS
50
$148.00
ADDITIONAL COMMENTS
PRICES DO NOT INCLUDE TAX
ESCALATION NOTES:
CUBIC YARD PRICE INCREASE: 7/1/2024 INCLUDED
CUBIC YARD PRICE INCREASE: 1/1/2025 $10.00
Add:
Add Miscellaneous Extra Charges:
$25.00 Per Load Transportation Surcharge - Add to Above Pricing
$8.00
Per Cubic Yard per each 1% Non Chloride Accelerator (available in 0.25% increments)
$2.00 Per Cubic Yard Environmental Fee - Add to Above Pricing
$3.00
Per Cubic Yard per Each 30 Minute Increment of Hydration Stabilizer (Retarder)
$0.00 Per Cubic Yard Winter Service Fee (Nov 1 through Feb 28)
$7.00
Per Cubic Yard Mono/Micro Fiber (1LB per Cubic Yard)
$0.00 Per Cubic Yard Summer Service Fee (Jun 1 through Sep 30)
$4.00
Per Pound of Color per Sack of Cement per Cubic Yard
$10.00 Per Cubic Yard Saturday Premium Charge
$50.00
Color Washout Fee per Load
$250.00
Per Load Short Load Delivery Fee (Orders of 6 CYs or Less)
$2.00
Per Minute of Wait Time per Load After 45 Minutes (on job standby)
$5.00
Per Gallon Nitro (3 gallons is equivalent to 20 LBs. of ice) Call for Availability
$0.75
Per Pound Ice
$8.00
Per Cubic Yard Cancellation Fee within 24 Hours of Scheduled Start Time ($200 minimum fee)
$100.00
Per Load Multi-Stop Delivery Fee (per stop)
Above pricing is valid for 30 days from quote date, written quote acceptance is required to hold pricing beyond 30 days.
Prices are FOB job site unless noted otherwise and do not include taxes. Sales Tax owed unless exempt documentation is received before the first pour.
See item 7. TERMS: NET 30 DAYS. If not paid when due, Applicant agrees to pay interest charges at the rate of 1.5% per month or the maximum lawful rate, whichever is lower,
and Seller's reasonable costs of collection, including reasonable attorneys’ fees.
Signature:_______________________________________________________
Quote Date: 3/9/2024
Accepted by: __________________________________________
Please Note
All concrete as bid is per 90 minute max delivery and 95 degree max concrete temperature unless noted otherwise. All Concrete as Bid contains Type F Ash and normal weight aggregate unless specifically
noted. All concrete pricing above is valid from Monday thru Friday during normal business hours unless noted otherwise. Aggregates are a naturally occurring material which can contain particles that
degrade or stain concrete. It is not possible to completely remove all such particles; however, the occurrence is infrequent, and the bulk aggregate meets the Limits for Deleterious Substances and Physical
Property Requirements of Coarse Aggregate for Concrete as outlined in ASTM C 33. Martin Marietta does not warranty against these infrequent occurrences.
Minimum amount of standard concrete for deliveries is 2 cubic yards, specialty concrete is 4 cubic yards. Buyer is responsible for safe access to work area and wash out containment area for all deliveries.
1. Seller's quotation and offer contained herein shall be deemed withdrawn and of no further effect unless accepted by Purchaser by signing and
returning a copy hereof to Seller within thirty (30) days after the date hereof. Acceptance of any order from Purchaser (“Order”) is expressly made
conditional on assent to these Terms and Conditions, either by written acknowledgment or by Purchaser’s acceptance of the products sold hereunder.
These Terms and Conditions also serve as Seller’s objection to and rejection of any terms and conditions included in Purchaser’s forms that are
different from or additional to these Terms and Conditions.
2. Seller's obligation to deliver concrete at prices quoted is limited to deliveries on the project specified within six (6) months after date of quotation,
unless otherwise specified on the front side thereof. Seller may refuse to commence or continue deliveries at prices quoted on projects not started
within a reasonable time or on projects not continuously prosecuted after the commencement of deliveries.
3. All concrete ordered by Purchaser and delivered to the job, whether used or not, will be billed to Purchaser. Prices and quantities are based upon
the wet volume at the time of discharge from delivery trucks. Receipt and delivery tickets shall be binding unless immediately disputed. The Purchaser
is required to provide an area suitable for wash down of the truck to meet applicable local, state, and national environmental requirements.
4. Unless otherwise specified, prices quoted are based on delivery by trucks to jobsite during normal working hours, Monday through Friday. An
additional charge may be made for deliveries after normal working hours. Purchaser is responsible for giving Seller reasonable and adequate notice
for scheduling and delivering concrete. Seller will not be expected to hold trucks and equipment available for deliveries to Purchaser, and will not,
without reimbursement, hold plants open and equipment available for pours for which adequate and reasonable notice has not been given. Seller will
not honor back charges for delays in delivery due to inadequate notice by Purchaser or due to underestimation of quantities for a pour.
5. Deliveries by trucks are dependent upon accessibility to point of delivery. Roadways shall be deemed inaccessible if trucks cannot proceed with the
full load (unless part loads are specifically ordered and agreed to by Seller) under its own power without damage to property or equipment. In the
event Purchaser ordered delivery beyond curb line, Seller shall not be liable for damage to sidewalks, driveways, or other property, and Purchaser
shall indemnify and hold Seller harmless against any and all liability, loss and expense, incurred as a result of such damages. All deliveries shall be
made subject to applicable regulations governing the standard operating procedure of common carriers.
6. Prices quoted are based on prompt unloading of trucks. Seller reserves the right to make a standby charge as listed on the front page hereof. In
case of repeated delays in unloading, Seller reserves the right to discontinue deliveries until conditions causing delay are corrected.
7. Any sales, processing or similar tax imposed by any governmental authority which is now or hereafter becomes applicable to deliveries by Seller
shall be paid by Purchaser unless otherwise provided by law in addition to the prices specified herein. Concrete pricing as quoted excludes sales tax.
The applicable sales tax rate will be charged to Purchaser. If the project is tax exempt, the tax-exempt certificate must be received by Seller prior to
the first shipment to the project. If not received, purchaser is responsible for the sales tax payment.
8. Seller warrants that all cementitious materials, aggregates and admixtures used by it in furnishing concrete pursuant to this quotation shall conform
to current ASTM specifications for cementitious materials, aggregates and admixtures of the type specified and that all ready-mixed concrete delivered
to Purchaser shall conform to applicable requirements of current ASTM Standard C 94. Where quantity of cementitious materials is specified, Seller
warrants that the concrete delivered will contain the specified quantity of cementitious materials of the type specified within industry accepted
tolerances for ready-mixed concrete. Where strength of concrete is specified and concrete is delivered by Seller, Seller warrants that the concrete
furnished will meet or exceed the indicated design strength at the designated age when tested in accordance with the applicable and current ASTM
Standards C 31, C 39, C 78, C 172, C 293, applicable provisions of C 94, and evaluated in accordance with applicable provisions of the ACI 318
Building Code. The addition of water to the mix by Purchaser relieves Seller of any responsibility as to strength of concrete provided the slump at time
of delivery is equal to or greater than that specified. Where strength of concrete is designed in excess of 4500 psi or a “High Early” concrete is
required, the minimum batch size shall be 4.0 cubic yards, for which Purchaser is required to pay. SELLER MAKES NO OTHER WARRANTY,
EXPRESSED OR IMPLIED, OF MERCHANTABILITY OR FITNESS FOR ANY PURPOSE OR OF FUTURE PERFORMANCE OR OF ANY OTHER
KIND. Seller's obligation under this warranty shall be limited to replacement or allowance of credit for nonconforming materials as provided herein.
9. Seller shall have no liability whatsoever to Purchaser or to any other person for delays in deliveries of orders accepted hereunder resulting from fire,
casualties, calamities, strikes or other labor disputes, mechanical failures, war, insurrection, interruption or shortage of utility service or materials, acts
or regulations of any governmental body or agency, or resulting from conditions or events beyond the reasonable control of Seller. Should Seller
experience any delays or shortages of transportation or materials, Seller shall be permitted to allocate deliveries among its customers, but Seller shall
use commercially reasonable efforts to meet any delivery schedule to which it has agreed hereunder.
10. Seller shall not be liable for loss or damage of any nature after delivery. Seller's only liability and obligation with respect to nonconforming
(including defective) concrete shall be to replace such nonconforming concrete at point of delivery, or at Seller's option, to allow credit for such
nonconforming concrete, provided that Purchaser shall be deemed to have waived all rights or claims hereunder with respect to nonconforming
concrete not reported to Seller within one (1) year after the time of delivery thereof to Purchaser. Seller shall have no liability for loss or damage in
excess of the price received for nonconforming or defective concrete delivered to Purchaser or for losses or damages of any nature (INCLUDING
WITHOUT LIMITATION INCIDENTAL OR CONSEQUENTIAL DAMAGES) incurred or suffered by Purchaser or any other person or entity in repairing
or replacing defective concrete or occasioned by defective concrete, and Seller shall have no other responsibility, obligation or liability whatsoever with
respect to any concrete delivered hereunder whether predicated or alleged breach of contract or negligence or otherwise.
11. Shipments are subject to prior credit approval. If credit is approved, all payments must be made in accordance with the then applicable credit
policies of Seller, and if not so made, the agreement that is contemplated herein may be terminated by Seller immediately. Terms of payment are net
30 days following date of invoice. If Purchaser fails to make timely payments or if, in Seller’s opinion, the financial condition of Purchaser or other
grounds for insecurity warrant such action, Seller may, without limiting its other remedies, (i) suspend shipments pending receipt of assurances or
credit support satisfactory to Seller or (ii) terminate the Order, in which event unpaid invoices shall become immediately due and payable. Any past
due account shall bear interest at the rate of 18% per annum. In the event the collection of any unpaid balance is placed in the hands of Seller's
attorney, Purchaser shall pay a reasonable attorney's fee.
TERMS AND CONDITIONS
7. Any sales, processing or similar tax imposed by any governmental authority which is now or hereafter becomes applicable to deliveries
by Seller shall be paid by Purchaser unless otherwise provided by law in addition to the prices specified herein. Concrete pricing as quoted
excludes sales tax. The applicable sales tax rate will be charged to Purchaser. If the project is tax exempt, the tax-exempt certificate must
be received by Seller prior to the first shipment to the project. If not received, purchaser is responsible for the sales tax payment.
ARIZONA MATERIALS
3636 S. 43rd Ave. - Phoenix, AZ 85009
Dispatch: 602-278-7777 Office: 602-278-4444 Fax: 602-278-3077
www.arizonamaterials.net
Ready Mix Quotation
Project Name: Road 66 Sewer
Date: 03/07/2024
Project Location: Price Rd & Queen Creek Rd Chandler, AZ
Salesperson: Randy Schmolke
System Quote ID: 201.46154
Mobile: 602-342-6595
Customer Name: B&F CONTRACTING INC
Email: randy.schmolke@azmatl.com
Customer Contact: Benjamin Esquivel
Estimated CY: 8,850
Item Code
Item Description
UoM
Price
13004
MAG-A 3000 PSI
CY
$153.00
14004
MAG-AA 4000 PSI, 1" ROCK
CY
$158.00
12504
MAG-B 2500 PSI 1" ROCK
CY
$150.00
12004
2000 PSI MAG C
CY
$146.00
12010
12010 - ABC SLURRY
CY
$105.00
12011
12011 - 1/2 SACK ABC LEAN SLURRY MIX (CLSM)
CY
$106.00
12012
12012 - 1 SACK ABC SLURRY, CLSM
CY
$110.00
Additional Charges:
Environmental Charge
Load
$25.00
Fuel Surcharge
Load
$35.00
Unloading or waiting time (over 5 minutes per CY)
Minute
$2.50
Minimum Load Charge <6.00CY
Load
$200.00-->
Hot/Chilled Water
CY
$2.50
Nitrogen Cooling
CY
$9.50
Non-Chloride Accelerator (per 1%)
UNIT
$2.00
Recover per 1/2 hour
CY
$2.50
Micro Fiber
LB
$7.50
Macro Fiber (Structural)
LB
quoted price
Colors (Available upon request)
CY
Varies by color
Color Washout Fee
Load
$25.00
No On-Site Washout Fee
Load
$250.00
Duration of the quote: 12/31/2024,
Accepted by (Customer):
Date:
General terms: This quotation is subject to credit approval and applicable sales taxes. Acceptance of this quotation must be made within 30 days or it will be void.
When orders are placed for this project it constitutes acceptance of the prices, terms and conditions of this quotation.
Payment terms: Payment in full is due by the 30th day following delivery date. A finance charge of 1.5% per month will be charged on past due balances.
NO RETENTION ALLOWED.
All invoices paid by credit card are subject to a 2% convenience fee.
Storm Water Pollution Prevention: Adequate access to be provided by contractor. A designated area shall be provided for washing of mixers where washout drainage is
contained on the site. Contractors or owners are responsible for the care and clean up resulting from muddy jobsite conditions including the cleanup of mud or debris
tracked onto private or public roadways from mixer tires.
Arizona Materials will not be responsible for any concrete pumping overtime charges.
Subject to cement supply and availability, price increases, and supply of diesel fuel.
All order backs/split loads under 11 yds on one order are subject to Short Load Charges. Concrete Pricing subject to change based on market conditions
All materials are produced in conformance with ACI / ASTM Standards. Contractor is responsible to provide safe access to the point of delivery.
Arizona Materials accepts no responsibility for damages to any curb and beyond the curb line.
It is Contractors responsibility to contact Arizona Materials Quality Control Department with any concrete issues/concerns no later than 48 Hours after placement.
Customer Notes:
Please note: Price increase of $7 for ready mix and $4 for slurry mixes effective 4-1-24
Description
Quantity
Length
Unit
Unit Price
Total Price
01
120" Alzd CSP 14ga 5x1
2
20LF
Each
4,560.92
9,121.84
Subtotal:
9,121.84
Invoice
0.00
Total Sales Tax:
0.00
Total:
9,121.84
PCP - Casa Grande
3307 W Highway 84
arizona@pcpipe.com
Casa Grande
Ph:
800.822.1770
Fax:
520.426.3988
Proposal Accepted By:
Signature (Prepared by)
Signature Date
Buyer hereby acknowledges and agrees that:
(1) Seller·s Terms and Conditions of Sale are located at https://pcpipe.com/wp-content/uploads/2019/07/Terms_and_Conditions.html and are expressly incorporated
herein by reference; (2) all of the goods sold pursuant to this Sales Quote are exclusively subject to Seller·s Terms and Conditions of Sale, together with any Terms and
Conditions of Sale in Buyer·s Credit Application and Master Sales Agreement; and (3) Buyer agrees that any and all terms or conditions at variance with, different from
or in addition to Seller·s Terms and Conditions of Sale do not apply whatsoever to the goods sold pursuant to this Sales Quote or any other sale by Seller to Buyer.
AZ
85193
The steel and plastic industries have put their customers on allocation which is limiting the amount of material we are all receiving.
These unprecedented limitations can cause extended lead times in our production. So, it is important that you contact your local
sales representative for our estimated lead time and finalized pricing prior to submitting your purchase order.
Page:
Sales Quote Date:
To:
Ship
SalesPerson
Ship Via
To:
Sold
SALES QUOTE
SQ2401558
Mark O'Connor
Phoenix
11011 N 23RD AVE
B And F CONTRACTING INC
Flatbed
623-582-3761
Fax:
623-582-1170
Ph:
BENJAMIN ESQUIVEL
11011 N 23RD AVE
B And F CONTRACTING INC
3/7/2024
1
Project Name
PRICE RD 66IN SEWER
CSP HDPE SRP + Accessories
Bid Date
3/7/2024
Contract No.
4/7/2024
Expiration Date
Quote Contact
Mark O'Connor
Customer No.
C30207
CMP TANKS FOR SUCTION PIT
PACIFIC SELECTED AS
LOWEST BIDDER
1
Travis Monk
From:
Mitchell Begg <Mitchell.Begg@conteches.com>
Sent:
Thursday, March 7, 2024 12:58 PM
To:
Benjamin Esquivel
Cc:
Travis Monk; Kelly Haberly
Subject:
RE: [EXTERNAL] 23-3001-00 Price Road 66" Sewer - CMP Tanks Quote
Attachments:
Rehab-Bro.pdf
Ben,
See quotation below. Freight is included for a 20’ stick. When is this project set to begin?
120” 14-gauge galvanized CMP= $318.59/LF (qty:20)
All,
Appreciate the time to discuss what Contech could provide for sanitary sewer rehabilitation. I know that this
specific project may not be the best fit for a slip line, but Contech does provide a number of products in this area
for both Gravity Storm Sewer and Sanitary Sewer pipe. I have attached a general brochure around rehabilitation
that includes many of the products used in this application.
Specifically on this project, DuroMaxx (page 6 and 7) was thought to be a potential option for segmental slip lining
and has been done before for sanitary sewer. I know for this job the loss of capacity was not an option which ruled
out slip lining, but in the future when it is, this is a great product to look at.
In addition, there are other great products in this brochure as well. Would be happy any time to vet out a project
you are all looking at.
Thank you for the time,
Mitch Begg
Sales Engineer
Contech Engineered Solutions LLC
12550 W Butler Dr | El Mirage, AZ 85335
Cell: 480-244-5735
mitchell.begg@conteches.com
www.ContechES.com
From: Benjamin Esquivel <benjamin.esquivel@bfcontracting.com>
Sent: Thursday, March 7, 2024 10:09 AM
To: Mitchell Begg <Mitchell.Begg@conteches.com>
Cc: Travis Monk <tmonk@bfcontracting.com>; Kelly Haberly <kelly.haberly@bfcontracting.com>
Subject: RE: [EXTERNAL] 23-3001-00 Price Road 66" Sewer - CMP Tanks Quote
Correction, we need them at 20’ length and 120” Diameter.
Thank you,
CMP TANKS FOR SUCTION PIT
CONTECH NOT SELECTED
SIZE
(DN)
PIPE
LENGTH
UNIT
PRICE
TOTAL
in
LF
USD $
USD $
100
LF
66"
25 PSI
Coupling*
20'
475.00
$
47,500
$
3
EA
66"
2,850.00
$
8,550
$
Hobas Package Total:
56,050
$
100
LF
66"
25 PSI
Coupling*
20'
535.00
$
53,500
$
3
EA
66"
2,850.00
$
8,550
$
* No Freight Included - See Separate Freight Rates Above
** Freight Costs Shown Are Based on Rates at Bid Time, and on Quantities Shown. Buyer Will pay
Actual Freight Invoice Amounts. Any Increase or Decrease in the freight is for Account of the Buyer.
Hobas Package Total:
62,050
$
Remarks:
Additional Information:
1.
2.
3.
4.
5.
6.
7.
8.
9. The enclosed HOBAS General Terms are hereby incroporated and expressly apply to this quotation.
Tom Furie - Area Manager
Cell Phone 480-797-6464
Quotation Approved by:
Date of Quote:
Project Name:
Jobsite Location:
Bid Date:
UNIT
QUANTITY
CIRCULAR PIPE
To assist you in preparing your bid for the above referenced project, we are pleased to offer you the following prices for your consideration:
Terms: Net 30 days from date of invoice, subject to credit approval. Payments to be made via ACH. Payment bonds required on all public jobs. Private jobs without payment bonds
will be required to pay 50% upfront with balance due in 30 days or provide a "Standby Letter of Credit".
Prior to agreeing to a delivery start date and delivery rate, HOBAS requires a signed quotation or acceptable purchase order, receipt of approved submittal, and payment bond
information.
General Terms in the next pages
HOBAS manufactures its pipe products to the specifications provided by the engineer and/or project owner and warrants them to be in line with such specifications as set forth in the
attached General Terms, unless stated herein or any accompanying documentation.
HOBAS cannot be responsible for and makes no warranties or representations as to the selection of a suitable pipe design for any specific job and/or methods used in installation of
the pipe products.
Freight Terms: F.O.B. above referenced Jobsite full freight quantities, with unloading by others (Incoterms 2020).
ACCEPTANCE
For information concerning this quote contact
BUDGETARY QUOTE ONLY
To optimize shipments, pipe diameters 51" thru 60" ship on steel racks & must ship in multiples of 10 loads over a 10 day time period. Contractor must store & reload racks for return
to yard for prices quoted to be valid. If contractor does not wish to do this, alternate, increase freight rates are available.
Hobas Pipe USA, Inc.
1413 E. Richey Road
Houston, Texas 77073
+1 (800) 856-7473
Applicable sales taxes are to be added to the net amount of the quoted prices on transactions which are not exempt. Buyer is responsible for all applicable taxes.
The prices quoted above are firm for acceptance within 30 days of latest quote date. Final prices are valid for 1 year after receipt of Order Confirmation.
STIFFNESS
(SN)
psi
Owner:
Type of Job:
Agent:
PIPE PRODUCTS SUPPLY-QUOTE
Quote Number:
Price Road 66" Sewer
BQ24-116
3/6/2024
Chandler, Arizona
City of Chandler
N/A
Commercial
Freight Per Truck (Houston to Above Jobsite)**
Alternative
Freight Per Truck (Houston to Above Jobsite)**
N/A
CLASS
(PN)
psi
46 PSI
TYPE OF JOINT
72 PSI
1. DEFINITIONS
The following terms shall have the meaning hereby assigned to them:
1.1. “HOBAS” shall mean: Hobas Pipe USA, Inc. which issued a quotation or confirmed an
order further to the terms outlined below.
1.2. “Buyer” shall mean: Any person, company or any other entity that places an order or a
supply contract for Supplies with HOBAS.
1.3. “Parties” shall mean: HOBAS and the Buyer.
1.4. “Supplies” shall mean: The Products and/or the Services as/and when the context allows.
1.5. “Products” shall mean: The items, articles, commodity, goods, merchandise and ware
sold by HOBAS.
1.6. “Services” shall mean: Any service which may include engineering documents, jointing,
training, installation techniques and any other service which is not defined as Products but is
inclusive within HOBAS’s offer.
1.7. “General Terms” shall mean: These General Terms and Conditions of Sale.
1.8. “Full Settlement” shall mean: Funds paid by the Buyer for the Supplies when, and only
when credited to HOBAS’s Bank Account.
1.9. “Order Confirmation” A document issued by HOBAS and confirming the terms of the
purchase order issued by the Buyer.
2. GENERAL PROVISIONS
2.1. These General Terms shall apply worldwide to the provision of Supplies by HOBAS to the
Buyer. Any different statement in any document or correspondence shall be irrelevant if not
expressively agreed in writing.
2.2. By placing an order, the Buyer is deemed to have accepted these General Terms without
variance.
the sales invoice on transactions which are not exempt. On projects outside of Texas the
Buyer will be responsible for all applicable taxes.
5.2. Standard length pipe will be invoiced at the established unit price per foot. Random
length pipe, pipe with outlets, bevels, and other special pipes will be invoiced according to
unit price per each plus unit price per foot of laying length. All fittings will be invoiced
according to unit price only. Taps and Services will be invoiced according to quoted price by
HOBAS.
5.3. Included in the quoted price is one coupling for each pipe unless otherwise noted on
quote. If required, additional couplings will be for the Buyer’s account. Bolts, nuts and
gaskets for flanged connections will not be furnished. Not included in the quoted prices are
(i) bolts, nuts, gaskets and follower rings for mechanical joint connections and (ii) any
valves, meters, couplings pipe or fittings, other than those listed in the quotation issued by
HOBAS.
5.4. The quotation issued by HOBAS covers only the pipe, fittings, appurtenances and other
articles which are specifically listed and quoted in the body of the quotation. Not duties,
taxes, field service, end caps or plugs, joint testing equipment, or other incidental
appurtenances are included unless specified in the quotation.
5.5. The prices shown on the quotation are based upon receiving an order for all of the
Supplies that are quoted, unless otherwise agreed to, in writing, by HOBAS.
5.6. Unforeseeable increases in the costs of raw materials, energy and wages or increase in
government taxes after the Order Confirmation has been issued shall entitle HOBAS to adjust
its prices as appropriate. Further, in the event that local or governmental legislation would
change after Order Confirmation, HOBAS shall be fully compensated for any expenses
relating to such change.
5.7. The payment of all amounts due from the Buyer to HOBAS shall be paid in full on or
2.3. These General Terms, as amended from time to time by HOBAS, and accordingly, subject
to the terms and conditions then existing, shall apply to all transactions between HOBAS and
the Buyer concerning the supply of Supplies by HOBAS.
2.4. Any form of general terms and conditions of the Buyer are expressly rejected in their
entirety unless otherwise agreed in writing.
2.5. The Buyer shall not, without written consent of HOBAS, use any of the Products which is
the subject of a purchase order for any purpose except as herein intended, or remove any of
the Products from the designated jobsite until the purchase price for all of the Products has
been fully paid to HOBAS.
3. OFFER AND ACCEPTANCE, QUOTATION
3.1. Acceptance of a quotation issued by HOBAS shall be binding on HOBAS only if made by the
Buyer in writing within the validity date specified therein (automatically becoming the Order
Confirmation with the date of acceptance by the Buyer). Unless otherwise agreed, any offer or
quotation issued by HOBAS shall expire after thirty (30) calendar days.
3.2. Orders placed without prior quotations from HOBAS shall not be binding unless accepted
by HOBAS and notified to the Buyer in writing. HOBAS is entitled to revoke any quotation, at
any time, before issuance of such an Order Confirmation.
3.3. The information shown on any quotation is based on the interpretation of HOBAS of the
plans and specifications received by the Buyer, however, such quotation is not guaranteed. It
will be the sole responsibility of the Buyer to verify the quantities, sizes, and descriptions of
the materials actually required for a respective project.
3.4. Occasionally, actual construction and/or soil conditions vary from those which were
anticipated or described when a project was originally bid, thereby resulting in a change of
conditions. When such changes affect the required pipe stiffness, joint configuration, pipe
strength, etc., such adjustments may result in a change in the design and pricing of the pipe
5.8. All payment is to be made from the Buyer to HOBAS at Hobas Pipe USA, Inc., 1413
Richey Road, Houston, Texas 77073, by electronic transfer to a bank account specified by
HOBAS.
5.9. In the event that the Buyer fails to pay, in part or whole, when due any amount which
he is obliged to pay or if at any time the financial responsibility of the Buyer becomes
impaired or unsatisfactory to HPUSA, such event shall constitute Buyer’s default with respect
to payment. If a Buyer’s payment default shall occur, then HOBAS – amongst others - shall be
entitled to
a) suspend the fulfillment of its own performance and demand a corresponding extension of
the delivery period;
b) invoice all unsettled amounts derived from the order at hand or other orders concluded
with the Buyer. These amounts shall become immediately due and payable;
c) charge default payment interest in the amount of 1% per month (equivalent to an annual
percentage rate of 12% per annum) for on entire past due balance by Buyer. Interest shall
begin to accrue thirty (30) calendar days from date of invoice. Furthermore, the right to
charge the incurred costs due to the delay (including costs of the debt collection and
reasonable attorney’s fees) remains unaffected;
d) require C.O.D. payment, cashier’s check, or any other form of payment satisfactory to
HPUSA on any further shipments to Buyer;
e) cancel the unfilled portion of the purchase order
until receipt of full payment of any outstanding amounts and compensation of losses and
damages suffered by HOBAS in connection with such default.
5.10. In any circumstances, HOBAS reserves the right to request information from the Buyer
regarding the establishment of credit, to require payment of a cash deposit prior to
commencement of manufacturing, to require the Buyer to provide an irrevocable and
confirmed Letter Of Credit issued by a major bank acceptable to HOBAS or other
3.5. If the Products may be directly exposed to contaminated soils or ground waters, a revised
construction and/or a different gasket material may be required to resist attack from some
concentrations of some chemicals. The Buyer is requested to timely submit exposure levels
for analysis and recommendations for a revised quotation by HOBAS (when required).
3.6. No hydro-testing or other tests, other than standard and internal HOBAS quality control
tests are included in a quotation, unless specifically mentioned.
3.7. No NSF (National Sanitation Foundation) approved interior coating is supplied with the
Products.
3.8. In the event of errors, omissions or illegibility communicated to HOBAS by the Buyer,
upon formal request by HOBAS, the Buyer shall advise such clarification within five (5) working
days. HOBAS will not proceed with any actions on the items requiring clarification until
advised by the Buyer. Furthermore, HOBAS will not be held responsible for any delays caused
by such clarifications.
3.9. In case the purchase order is cancelled, terminated, or suspended in whole or in part for
whatever reason by the Buyer, HOBAS shall be entitled to charge from the Buyer any costs
that incurred to it so far (including frustrated expenses) with regard to such cancelled,
terminated or suspended purchase order, OR 30% of the cancelled or terminated purchase
order amount, whichever is higher.
4. VARIATIONS OF ORDERS
4.1. HOBAS will consider Buyer’s requests for variations of its orders for the Supplies, provided
HOBAS may accept or reject any variation at its own discretion and no acceptance of a
variation shall be binding unless stated in writing by HOBAS. If the variation is not accepted by
HOBAS, the original purchase order remains binding.
4.2. If HOBAS accepts a variation request of the Buyer, the delivery times are adjusted
accordingly.
5. PRICES AND TERMS OF PAYMENT
5.1. Unless otherwise agreed, the prices are ex-works (Incoterms 2020), in US Dollar, exclusive
of state or local sales or use taxes or any other such taxes and duties (esp. exclusive of
packaging, freight, postage, insurance and other shipping costs). On projects in Texas (USA) all
li
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5.11. In the event any dispute arises with respect to delivered Products or Services, the
Buyer shall make payment of all undisputed amounts in accordance with the above.
5.12. In the event that the dispute, or any part thereof, is resolved in HOBAS’s favor, the
Buyer shall pay interest on the withheld payment due to HOBAS as specified above to
compensate HOBAS for delay in receiving the payment.
5.13. Buyer is neither entitled to withhold payments nor offset any amount for whatever
reason.
6. DELIVERY, FREIGHT AND ACCEPTANCE OF THE PRODUCTS
6.1. The quoted delivery is based upon using HOBAS’s normal and customary equipment and
personnel. In the event this procedure conflicts with any existing situation at or near the
desired terminus of delivery, the Buyer shall receive and become responsible for the pipe
and fittings at a delivery location acceptable to HOBAS’s normal business procedure.
6.2. Delivery is based upon mutually agreed to schedule.
6.3. HOBAS must receive shipping instructions not less than forty-eight (48) hours before
shipments are to be commenced. Failure of the Buyer to send such shipping instructions
shall not in any way relieve the Buyer from liability under a purchase order.
6.4. Freight charges quoted are only estimates based on information received from the
carrier. Final freight charges are subject to adjustment by the freight carrier due to market
conditions and a variety of other reasons. Nonetheless, all final freight costs are the
responsibility of the Buyer, and the Buyer will be billed and agrees to pay for final freight,
shipping, and any other associated charges in excess of the initial amount quoted.
6.5. The Buyer acknowledges that the Products are made-to-order and that it will be the
responsibility of the Buyer to accept delivery of the Products as manufactured, and unload
at designated jobsite or storage site. The Products shall be handled and stored in accordance
with HOBAS’s recommendations.
6.6. If the unloading of trucks is delayed beyond two (2) hours by the Buyer or his
installation contractor, detention time will be charged to the Buyer at the current
established rate per hour. If trucks cannot be unloaded as planned, due to no fault of
HOBAS, and must return to HOBAS plant, or any other location at the direction of HOBAS,
hauling charges to and from the alternate point of delivery, at the prevailing rate will be
i
i
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B
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f
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GENERAL TERMS AND CONDITIONS OF SALE (GTCs)
6.7. if applicable. These charges will be invoiced during the month in which the costs are
incurred and payment is due as if delivery had been made.
6.8. Unless otherwise stated in the quotation issued by HOBAS, unit prices and/or lump sums
quoted herein are based upon full load shipments.
6.9. The Buyer will provide access and suitable right-of-way for deliveries to be made. If the
Buyer cannot receive shipments as scheduled,
(i) The Buyer must notify HOBAS at least four (4) weeks prior to scheduled start of delivery,
and upon mutual agreement, production and delivery will be rescheduled.
(ii) If the Buyer delays delivery more than thirty caldenar (30) days beyond the scheduled
delivery date, at HOBAS’s option all delayed Products will be invoiced at 100% and payment is
due per the original delivery schedule.
6.10. HOBAS shall not be responsible for a delay in availability of the Supplies and/or delivery
if the delay is attributable to HOBAS not being supplied properly by HOBAS’s supplier and
HOBAS can prove that they have exercised the care of a prudent business to ensure that
HOBAS would be able to supply properly and on time.
7. TRANSFER OF RISK
7.1. The risk concerning the Products shall pass over to the Buyer with deployment of the
Products by HOBAS ex-works (Incoterms 2020) or with delivery of the Products by HOBAS at
the designated jobsite, if so quoted.
7.2. If delays of dispatch are attributable to the Buyer, the risk is already transferred with the
notification of readiness for dispatch.
7.3. If the Products are not picked up by the Buyer at the agreed delivery date(s) for whatever
reason not directly attributable to HOBAS, the risk concerning the Products shall pass to the
Buyer at the time of the agreed delivery date(s).
8. RESERVATION OF TITLE
8.1. HOBAS reserves title to the Products until Full Settlement of all unsettled payments and
claims. The Buyer agrees to keep the Products separate from the goods of other suppliers so
that it is possible at all times to attribute title to HOBAS.
8.2. The Buyer is entiteled to resell the Products in the course of normal business. However,
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warranty or tort. HOBAS shall not be liable for any damages suffered by the Buyer due to
delay of delivery of Products purchased by the Buyer.
11.2. HOBAS shall only be liable for damages if its intent or gross negligence can be
documented in accordance with the statutory provisions and in such case HOBAS shall be
liable up to the maximum amount of the respective purchase order giving raise to the claim.
11.3. No action, regardless of form, arising out of any alleged breach of contract or
obligations may be brought by either party more than one (1) year after the cause of action
has occurred.
11.4. A party suffering loss or damages shall take all reasonable measures to limit such loss
or damages.
11.5. THE WARRANTY OUTLINED IN SECTION 10. IS IN LIEU OF ALL OTHER WARRANTIES,
EXPRESS OR IMPLIED BY OPERATION OF LAW OR OTHERWISE, INCLUDING ANY IMPLIED
WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE, WHICH ARE
HEREBY EXPRESSLY DENIED. TO THE FULL EXTENT ALLOWED BY LAW, HOBAS DISCLAIMS ANY
WARRANTY TO ANY PERSONS OR ENTITIES OTHER THAN THE BUYER.
12. FORCE MAJEURE
12.1. A Force Majeure event means an event or circumstance beyond the reasonable control
or anticipation of HPUSA and which prevents HPUSA from performing its obligations
hereunder.
12.2. The Parties shall not be liable for the breach of any obligation established hereunder,
where and to the extent that the breach is due to causes beyond their control, including,
without limitation, to flood, drought, earthquake, storm, fire, lightening, epidemic and
pandemic, war, riot, civil disturbance or disobedience, material shortage, curfew, or
restraint by court order or public authority.
12.3. In the case of a Force Majeure event, the performance of Supplies by HOBAS shall be
suspended for the duration of the Force Majeure and the agreed delivery dates shall be
extended accordingly.
12.4. If the Force Majeure events lasts longer than forty (40) working days, the Parties shall
have the right to cancel any purchase order affected by the Force Majeure, whereby HOBAS
shall be entitled to charge from the Buyer any costs incurred to it so far (including frustrated
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9. DESIGN AND DRAWINGS, INDUSTRIAL PROPERTY RIGHTS
9.1. All drawings, technical information, calculations etc. furnished by HOBAS to the Buyer
shall remain the property of HOBAS. The design and construction of the pipeline with respect
to line and grade, location of fittings, blockings internal and external forces and other design
considerations are not the responsibility of HOBAS. Design and engineering services offered by
HOBAS are provided in good faith and HOBAS assumes no liability for the content or accuracy
of any submitted plans or drawings, which shall at all times be subject to the Buyer’s
confirmation.
9.2. HOBAS remains the owner of any intellectual property rights relating to the Products and
Buyer does not obtain any title in respect of the aforementioned intellectual property rights.
9.3. Drawings, technical documents or other technical information provided by HOBAS shall
not, without the prior written authorization of HOBAS, be used for any other purpose than
installation, commissioning, operation or maintenance of the Products and shall not – without
the prior written authorization of HOBAS – be otherwised used, copied, reproduced,
transmitted or communicated to a third party.
9.4. The Buyer shall indemnify and hold HOBAS fully harmless in case of any violation of this
Section 9. or HOBAS’s protected intellectual or property rights.
10. WARRANTY
10.1. The Products are warranted as follows:
(i) To be manufactured in accordance with the applicable plans and specifications, except
that it will be the responsibility of the Buyer to ascertain the exact quantities, sizes, and
descriptions of the materials required. Reference is made to Section 9.1;
(ii) Warranted for the earlier of a.) one (1) year from date of owner acceptance; OR b.) 18
months from delivery, to be free from defects caused by defective material or workmanship
used in its manufacture
13. WAIVER
The failure of HOBAS to enforce or to exercise, at any time or for any period of time any
right or remedy arising pursuant to or under the General Terms or the purchase order does
not constitute, and shall not be construed as, a waiver of such term or right or remedy and
shall in no way affect HOBAS’s right to enforce or exercise it later. Any waiver to this effect
must be made in writing.
14. CONFIDENTIALITY AND DATA PROTECTION
14.1. The exchange of confidential information shall require the prior written approval of
the respective other Party for being disclosed to a third party.
14.2. The Parties and their servants are obliged to maintain secrecy regarding all technical,
personnel, business, financial and other matters of each other that is essential for a Party
and not known by the public. This obligation shall continue to exist even after the end of the
cooperation.
14.3. No announcement or public statement concerning the existence, subject matter or any
term of their cooperation will be made by or on behalf of any Party without the prior written
consent of the other Party.
14.4. HOBAS may request to visit the jobsite premises with potential clients for the purpose
of exhibiting and demonstrating the use of the Products in an actual construction setting,
after making the appropriate arrangements with the Buyer.
15. COMPLIANCE WITH LAWS
Each Party will comply in all material respects with all laws and regulations applicable to its
activities under this General Terms. The Parties furthermore undertake to abstain from any
illegal and unfair business practices. Each Party hereby warrants and guarantee to refrain
from any actions that have a negative impact on the reputation or business of the other
Party or its affiliates that present a conflict of interest or that have an ethical flaw
10.2. Buyer’s warranty rights are conditional upon the Buyer having fulfilled his obligations to
inspect the Products and notify complaints properly. Notification of defects must be
submitted in writing without delay, at the latest two (2) weeks after receipt of the Products.
10.3. A defect affecting part of a delivery shall not entitle the Buyer to lodge a complaint
about the entire delivery.
10.4. A complaint about transit damage is to be notified directly to the freight forwarder in
writing. The facts and circumstances are to be recorded by the Buyer in writing in a factual
assessment of damages.
10.5. After receiving Buyer’s written notice of a claim hereunder, HOBAS shall investigate the
claim and without undue delay, in its sole discretion, repair or replace on-site or provide a
replacement item for any defective Product. HOBAS shall accomplish the aforesaid at no
additional cost to the Buyer, provided that the defects or damages are not due to the
negligence, misuse, mishandling or misapplication of Products by the Buyer, its employees,
contractors, or agents.
10.6. Unauthorized rework or improper treatment will result in the loss of all warranty claims.
Only in order to avoid disproportionately large damages the Buyer is entitled to repair after
prior notification to HOBAS and to demand compensation for the appropriate costs. Mixing
components from other suppliers will render the warranty void. The warranty shall be limited
to the repair or replacement of defective Products and Buyer will not be entitled to any other
remedy or compensation.
11. LIMITATION OF LIABILITY
11.1. Notwithstanding anything to the contrary contained in an order or any correspondence,
in no event shall HOBAS be liable to the Buyer for any claims for labor incident to any
defective material or workmanship or non-conformity with project specifications, or for any
special, indirect, incidental or consequential damages, whether or not the possibility of such
16. SERVERABILITY
16.1. If a provision of these General Terms is or becomes legally invalid or if there is any gap
that needs to be filled, the validity of the remainder of the General Terms shall not be
affected thereby.
16.2. Invalid provisions shall be replaced by common sense with such provisions which come
as close as possible to the intended result of the invalid provision. In the event of gaps such
provision shall come into force by common consent which comes as close as possible to the
intended result of the General Terms, should the matter have been considered in advance.
16.3. Any changes of or amendments to this General Terms – including this provision - must
be in writing to become effective.
17. JURISDICTION AND APPLICABLE LAW
17.1. These General Terms shall be deemed to have been made in Harris County, Texas
regardless of the order in which the signature of the Parties shall be affixed hereto, and shall
be interpreted, and the rights and liabilities of the Parties shall be determined, in
accordance with the laws of the State of Texas (USA), excluding all conflict of law provisions
requiring application of laws of any other jurisdiction. The United Nations Convention on
Contracts for the International Sale of Goods does not apply to these General Terms.
17.2. It is agreed by HOBAS and the Buyer that if any controversy or claim arises out of or
relates to these General Terms and the purchase order or any alleged breach thereof,
exclusive jurisdiction and venue shall be in the appropriate State or Federal Court having
subject matter sitting within Harris County, Texas (USA), and the Buyer and HOBAS hereby
irrevocably agree to submit to the jurisdiction of such court.
17.3. Buyer’s claims, rights and obligations against HOBAS cannot be assigned without prior
approval of HOBAS.
DESERT READY MIX
READY MIX CONCRETE SALES AND SERVICE
4011 PRESIDO STREET
MESA, AZ 85215
OFFICE: 480-428-2280 FAX: 480-985-4248
* E – Environmental | S – Saturday Fee | F – Fuel Surcharge
Begin Date:
March 8, 2024
Quote # :
21562
Expiration Date:
May 31, 2024
MAP/GRID
Item Code
Item Description
Est. Qty
Price
S500000
ABC SLURRY (NO SACK)
2900 Yards
$101.00
S500501
PHCLSM.5 (1/2 SACK SLURRY COP)
2900 Yards
$105.00
SRP104
1/2 SACK MAG CLSM (SRP MIX IF NEEDED)
Per Yard
$105.00
S501001
PHCLSM1(1 SACK SLURRY)
2900 Yards
$109.00
SRP105
1 SACK MAG CLSM (SRP MIX IF NEEDED)
Per Yard
$109.00
A202001
MAG C 2000 PSI W/ASH
25 Yards
$142.00
A202501
MAG B 2500 PSI W/ASH
50 Yards
$146.00
A203001
MAG A 3000 PSI W/ASH
25 Yards
$150.00
A204001
MAG AA 4000 PSI W/ASH
50 Yards
$158.00
TC
TEMPERATURE CONTROL
Per Yard
$1.00
AG010003 DELIVERED MAG SPEC ABC (NON-LIME)
6800 Tons
$19.25
Additional Fees Minimum Load Fee
Customer:
B & F CONTRACTING INC
Customer Code:
BFCO001
Address:
11011 N 23RD AVE
PHOENIX, AZ 85029
Contact:
BENJAMIN ESQUIVEL
Phone:
623-582-1170
Fax:
Project:
PRICE ROAD 66” SEWER #23-3001-00
Job Address:
PRICE ROAD & QUEEN CREEK ROAD
Terms Description:
2% 10TH NET 30
Fee ID *
UOM
Price
E01
Per Yard
$3.25
FSC
Per Load
$TBD
Less than or equal to
UOM
Price
2 Yards
Load
$0.00
3.5 Yards
Load
$0.00
5.5 Yards
Load
$0.00
Normal operating hours are Mon-Fri, Sat, Sun or Holidays are subject to surcharges.
Color added at no expressed guarantee.
Drivers do not accept cash or make change.
Desert Ready Mix reserves the right to increase prices due to RAW Material cost increases
such as Cement, Fly Ash, Aggregates or unexpected Fuel increases.
All specialized aggregate sales are based on availability.
Deliveries less than 6 Cubic yards are subject to our minimum load charges.
This quote does not guarantee product or service availability
All Aggregates and Concrete deliveries include a per load fuel surcharge.
MAG SPEC ABC
DRM SELECTED AS LOWEST BIDDER
Assume $35 dollars
per load
QUO-1115117-R2Z6H0
1
8888 E. Raintree, Suite 205 Scottsdale, AZ 85260
GENERAL INFORMATION
MATERIAL PRICING
Material
Number
Description
Plant
Quantity
UoM
Delivered
Price
Truck Type
Notes
1307799
SPEC BASE COARSE
8985 - Trad - Sacaton
6,800.00
TON
$21.50
16 WHEELER
CLAUSES
Category
Item
Value
UoM
Comments
Pricing Escalation
The prices are subject to an escalation of
x.xx
USD/ton
Effective , and each months thereafter
Surcharges and Fees
Variable Fuel surcharge
xx.xx
USD/Load
Environmental compliance fee
0.00
USD/Load
Charged on all loads
Full freight recovery
xx.xx
USD/ton
Based on full freight for a load of 22 Tons
Plant Operning fee for non business hours on weekdays,
weekends
$1,000.00
USD per Each
Subject to notification
Saturday haul premium
Bid upon request
USD/ton
Aggregates account manager for pricing
Standby charge
xx.xx
USD/min
Subject to notification
Re-handling fee
$40.00
USD/Load
Unsuitable material dumped at landfill, to be reloaded
Pricing Conditions
All Sales are subject to CEMEX Standard terms and conditions. Pricing quoted is per short ton and does not include sales tax. Applicable Sales Tax will apply unless Sales Tax exemption certificate is
on file at CEMEX prior to pick up or delivery.
Delivered Pricing: Pricing is based on delivery during regular aggregate plant hours.
FOB Pricing: Material prices are FOB CEMEX facility at the designated location loaded onto buyer’s trucks. Ownership of materials transfers from CEMEX to customer at gate.
Payment terms
Payment Terms are standard as follows: Net 10th Prox. (10th of the month following delivery or pick up)
Delayed portion of payment will attract a Finance charge of the lessor of 1.5% per month, 18% per annum or maximum permitted under applicable laws
Material Availability
All Materials are subject to availability by plant inventory, production schedules, shipping schedules, plant failure and / or equipment breakdown. CEMEX is not liable for lack of material, equipment,
drivers, disruptions in transportation, and any other shortage.
Delivery Availability
All shipments are subject to truck availability.
Product Performance
All material is per engineer approval and is considered acceptable when tested and sampled per acceptable sampling standards at our plant.
CEMEX Con Mat South,LLC
B&F CONTRACTING INC
Quoted By:
Accepted By:
Jared K Matkin
________________________________
TRAVIS MONK
________________________________
Date
4/11/2024 12:16 PM
Account:
B&F CONTRACTING INC
Account Manager:
Jared K Matkin
Account number:
3029758
E-mail:
jared.matkin@cemex.com
Contact:
TRAVIS MONK
Phone Number:
+16024162677
E-mail:
TMONK@BFCONTRACTING.COM
Phone:
6235821170
Customer Service:
602-416-2658
Project:
D-CHANDLER CMAR PRICE RD 66"
Quote Expiration:
5/11/2024
Project Address:
Price Valid
From 4/11/2024 To 9/30/2024
MAG SPEC ABC
NOT SELECTED
QUO-1115117-R2Z6H0
2
Standard Terms and Condition
1.
These Standard Terms and Conditions of CEMEX Con Mat South,LLC and its affiliates (“Seller”), Buyer’s Credit Application, and Seller’s Quotation, if any, (collectively, “Agreement”) govern
any and all purchases made by Buyer from Seller and are incorporated herein by reference. This Agreement, and any other documents prepared by Seller for Buyer in connection with
Buyer’s purchase of materials contain the entire understanding between the parties concerning the subject matter hereof, and there are no other agreements or understandings except as
set forth herein. Any different or additional terms or conditions contained in any writing or instrument of Buyer, whether by purchase order or otherwise, are hereby objected to by Seller and
shall have no effect on, and not become part of, this Agreement.
2.
Technical Assistance. In no event shall Seller bear any responsibility for claims arising from technical advice or assistance provided to Buyer. Advice by Seller is for Buyers guidance only
and Buyer agrees to rely solely on its own architects, engineers or other technical experts.
3.
Prices and Price Increases. Prices for the materials are (i) subject to material availability at the time of delivery; (ii) shall remain firm until the date set forth on the Seller’s Quotation, if any, or
if no such date is given, for a period of thirty (30) days after the date the order was accepted by Seller, the price was quoted by Seller or such shorter period as set forth in the Seller’s quote;
thereafter prices are subject to change by Seller; and (iii) do not include Saturday, Sunday holiday, off-hour or overtime shipments, all of which are subject to additional charges. Prices are
applicable only to the job quoted or orders accepted by Seller and are available only to the specific Buyer referred to therein, are for a standard mix design, if applicable, and are only for the
quantities requested by Buyer at the time the prices were quoted. Seller reserves the right to (i) increase prices on any quote or accepted orders without notice to reflect any raw material
cost increases or surcharges incurred by Seller and (ii) defer or cancel any quote or accepted orders in the event Seller becomes delayed or prevented from performing due to shortages or
allocation of raw materials. In the event of a delay or cancellation resulting from shortages or allocations of raw materials, Seller shall not be liable to Buyer for any damages incurred by
Buyer as a result of any such delay or cancellation.
4.
Surcharges and Fees. Prices quoted may not include additional charges Buyer may be responsible for. Such additional charges include, but are not limited to, charges for additives,
accelerators, winterizers/summerset, water (hot or chilled), ice and stand-by, waiting time and delivery charges due to loads in amounts less than a full truckload. Such prices shall be
charged at the rate of Seller’s then-current price list for additional charges, which is incorporated into these Terms and Conditions by reference as if fully set forth herein and which is available
to Buyer upon request. Buyer acknowledges that surcharges and fees are to recoup Seller’s costs and achieve a return on investment.
5.
Tests. Seller reserves the right to levy an additional charge on Buyer for any nonstandard tests that Buyer may require to be performed on the materials sold to Buyer. Failure of Buyer to
witness any tests shall be deemed a waiver by Buyer of its right to do so and of any right to require repetition of such tests, and Buyer shall be deemed to have accepted any such test results
as sufficient to meet its specifications.
6.
Payment and Interest. Buyer shall make all payments due hereunder in accordance with the terms of this Agreement and as stated on Seller’s invoices or other notices of terms, without any
right of setoff or retention and without regard to any agreement Buyer may have with other parties. If Buyer fails to pay in full the invoice amount when due, Buyer agrees to pay interest on
the unpaid balance from the date when due until paid in full at the rate selected by Seller, not to exceed the lesser of 18% per annum or the highest lawful rate, specifically including post
judgment. Buyer agrees to pay any and all costs and expenses incurred by Seller in collecting from Buyer any past due amounts, including but not limited to reasonable attorney fees, court
costs and collection agency fees. Seller may suspend pending deliveries during any period when Buyer has overdue balances or evidence of a changed financial condition.
7.
Liens. Buyer agrees to timely provide in writing to Seller information regarding bonding companies, general contractors or owners for the purpose of filing preliminary notices and claims on
payment bonds or mechanic’s and material supplier’s liens.
8.
Delivery. Seller’s responsibility for delivery shall cease FOB shipping point or, if Seller agrees to deliver FOB delivery site, at the curbside or frontage of the address for delivery. Where
delivery of products is to an unattended site, Seller will not be liable for any loss or damage to products, property or for unsigned delivery tickets. In absence of a specific delivery date on
the Quotation, Seller will commence delivery of the materials on a date and at a rate mutually agreed upon by both Seller and Buyer.
9.
Default. If Buyer is in default under this Agreement or any of its contracts or obligations with Seller, Seller may at its option and without notice: (i) declare the entire unpaid balance owed by
Buyer due and payable; (ii) postpone further deliveries until such default is remedied; (iii) terminate any and all obligations under any contract; and (iv) refuse further performance without any
liability to Buyer.
10. Limited Warranty and Liability Disclaimer. Seller warrants that the materials sold under this Agreement meet solely the description and specifications for the same set forth in the applicable
Quotation, if any, and shall be free from defects in material and workmanship for a period of one (1) year from the date of delivery thereof. No other express warranties are made with respect
to said materials. Acceptance by Buyer of the materials shall constitute confirmation by Buyer that the materials meet the description and specifications, if any, set forth in such applicable
Quotation. The foregoing warranty is subject to standard manufacturing and color variations, efflorescence, tolerances and classifications or naturally occurring substances. Seller is not
responsible for installation or defective conditions caused by installation. Buyer’s exclusive remedy for breach of this warranty shall be to require Seller, at Seller’s option, to refund the
purchase price for the materials failing to comply, to repair or to provide Buyer with conforming replacements for any nonconforming materials. Seller shall not be responsible for any removal
or installation costs. THE FOREGOING WARRANTY IS IN LIEU OF AND EXCLUDES ALL OTHER WRITTEN OR ORAL WARRANTIES OR CONTRACTUAL AGREEMENTS, WHETHER
EXPRESS OR IMPLIED BY LAW OR OTHERWISE, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE, MERCHANTABILITY OR HABITABILITY.
Buyer agrees that in specific consideration for receiving this warranty, it will indemnify and hold harmless Seller from any and all damages in connection with any statutory, contractual or
warranty breach, negligence, strict liability, or other tortuous conduct by Seller. This Agreement may not be modified or amended except by a writing signed by both parties.
11. Delays. If Seller is unable to complete delivery of any part of an order, Buyer shall accept such part of the order as Seller is able to deliver and Buyer shall pay for the part delivered pro rata
at the same rate as the whole of the order agreed to be sold and on the same terms of payment. In the event Seller shall be delayed in or prevented from the performance of any act required
under this Agreement, or it shall become commercially unreasonable to perform by reason of governmental allocations, priorities, restrictions or regulations now or hereafter in effect, storm,
flood, fire, earthquake or other Acts of God, war, terrorism, riot, insurrection or other civil disturbance, strikes, lockouts, shortages of materials, labor, raw materials, fuel, power or production
facilities, breakdown of equipment, transportation shortages, changes in market conditions or other contingencies beyond Seller’s reasonable control whether of a similar or dissimilar nature
to the foregoing, Seller shall not be liable to Buyer for any damages incurred by Buyer as a result of any such delay or failure.
12. Claims. Buyer agrees that all claims against Seller are waived unless presented to Seller in writing within one week from the date of delivery of the materials. Seller shall have thirty days
from receipt to inspect and correct a defect if such claim is allowed. Buyer further agrees that in the event that Buyer disagrees with Seller’s decision about whether to allow the claim that
the Buyer’s remedy is to formally adjudicate the claim, but the Buyer further agrees that Seller’s invoices for all materials supplied shall be paid in the interim. No claim shall be allowed after
the materials purchased hereunder are incorporated, modified or processed by Buyer in any manner. SELLER’S LIABILITY ON ANY CLAIM FOR LOSS OR DAMAGE SHALL NOT EXCEED
THE PRICE OF THE MATERIALS ACTUALLY RECEIVED FROM BUYER BY SELLER WITH REGARD TO WHICH SUCH CLAIM FOR LOSS OR DAMAGE IS MADE.
13. Waiver. Seller may, at its option, permit Buyer to remedy any default under this Agreement without waiving the default so remedied or any other default by Buyer. Buyer waives notice of
default of this Agreement and waives presentment, demand, protest, and notice of dishonor as to any instrument issued or delivered to Seller.
14. Venue. This Agreement will be governed by the applicable state and federal laws without giving effect to conflict of laws principles. The Buyer agrees that any legal actions and proceedings
brought for the breach or the enforcement of this Agreement will lie in the state and county in this state of delivery. Buyer consents and submits to the jurisdiction and venue of any state,
county or federal court located within that county. As a material inducement to Seller to enter into this Agreement, Buyer waives the right to trial by jury in any proceeding arising out of poror
related to this Agreement.
15. Notice. Any notice sent to Seller shall be in writing and sent by Certified Mail, postage prepaid, to the 10100 Katy Freeway, Suite 300, Houston, TX 77043, Attn: CEMEX Customer Care.
16. Severability. If any term, provision, covenant or condition of this Agreement is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remainder of the provisions
shall remain in full force and effect and shall in no way be affected, impaired or invalidated. The parties agree that each term and provision of this Agreement shall be construed according to
its fair meaning and not strictly for or against any Party.
17. Offset and/or Setoff. Seller may exercise the right of set-off under this Agreement as to any sums owed by Buyer and/or its affiliates under any other contract or agreement with Seller and/or
its affiliates.
18. Remedies Cumulative. The duties and obligations imposed by this Agreement and the rights and remedies available under this Agreement are to be in addition to, and not a limitation of
rights and remedies at law or in equity.
19. Miscellaneous. Time is of the essence. Buyer consents to Seller sending information to Buyer regarding Seller’s products and prices at any time by fax to any fax number provided by Buyer,
other electronic means or otherwise. A facsimile copy or electronic transmission will be treated as an original. Buyer shall not assign the Agreement or any interest herein without the prior
written consent of Seller, and any attempted assignment, whether by operation of law or otherwise, shall be void without such prior written consent.
20. Authorization for Credit Review. Buyer consents to Seller’s use of a non-business consumer credit report on the Buyer in order to further evaluate the credit worthiness of the Buyer in
connection with the extension of business credit as contemplated hereby. Buyer authorizes Seller to utilize a consumer credit report from time to time in connection with the extension or
continuation of business credit. Buyer hereby knowingly consents to the use of such credit report consistent with the Federal Fair Credit Reporting Act as contained in 15 USC @ 1681 et
seq.
21. Representations. Buyer represents to Seller that it is solvent and that any financial information provided reflects the present financial condition of the Buyer. If Buyer is not a corporation or
limited liability entity, Buyer acknowledges that Seller is relying on the credit worthiness and financial ability of the owner(s) of Buyer. Each owner shall be joint and severally liable for all
indebtedness of Buyer to Seller under the Agreement. Buyer warrants that all information supplied to Seller is accurate and complete. Each representation and the information contained in
a Credit Application, if any, is material and given to induce Seller to provide credit. Buyer will notify Seller by certified mail, within forty-eight (48) hours after any material change in Buyer’s
financial or ownership status.
Attn:
Acct#:
Travis Monk
11011 N 23RD AVE
B & F GENERAL CONTRACTING
PHOENIX, AZ 85029
CHANDLER, AZ 85286
Quote Name:
Quote #:
Quotation
PRICE RD 66" SEWER 23-3001-00 / PRICE RD
604552
PRICE RD & W QUEEN CREEK RD / CHANDLE
AZ049920
213518
Quote Created:
Date:
Quote Expiration:
Price Expiration:
Effective From:
Monday, April 15, 2024
Sales Rep :
PHOENIX, AZ 85034
Phone:
Fax :
Email:
Special Instructions:
Friday, March 8, 2024
Monday, April 15, 2024
Wednesday, May 15, 2024
Tuesday, April 30, 2024
Kristin Gigis
2526 E University Drive
(480) 208-1056
gigisk@vmcmail.com
PLANT PREMIUMS
Prices quoted are for regular business hours: Monday - Friday, 6 AM to 5 PM. Plant premiums will apply for nightwork and/or weekends. Overtime
will be subject to a charge of $350.00 per hour.
TRUCKING ADDITIONAL FEES
Trucking is based on availability. The delivered price is based on 23.50 tons (full load); a short load fee will apply if under 23.50 tons. Truck
stand-by will be charged on-site after the first 20 minutes at the rate of $100 per hour or $1.67 per minute. All night work will be subject to an
8-hour minimum hourly haul charge and subject to additional charges pending the hauler charging an additional 8 hrs due to days' worth of work
that is lost. Any cancellation of night work needs to be done 24 hours ahead of schedule. All weekend work will be subject to a 4-hour minimum
hourly haul charge. Vulcan Materials will not be held responsible for schedule impacts due to trucking shortages.
Vulcan Material plants are commercial asphalt sources that provide a wide range of mixes to multiple customers on a production day. Every effort
is made to ensure production quantities and times for each customer are met. Vulcan will not be responsible for project or trucking impacts due to
the availability to all of our customers. Due to current aggregate demand, the quote is also subject to product or material availability. Production is
scheduled based on a first-come, first-served basis as available.
The quote is subject to product or material availability due to current aggregate demand.
Product Name
Product #
Qty
U/M
Delivered
Plant
FOB
Plant
Haul
Rate
Tons
300
$14.50
$23.15
8.65
LITCHFIELD RESALE
MAG SPEC ABC P105
1627P105
STD FRT RATE
Truck Type
Product Name
Product #
Qty
U/M
ASPHALT
Delivered
Plant
FOB
Plant
Haul
Rate
Tons
300
$138.00
$151.75
13.75
GOMEZ HMA
3/8 COLD
456800
STD FRT RATE
Truck Type
Page 1 of 3
MAG SPEC ABC
NOT SELECTED
Other Charges
Environmental Fee -Agg & Asphalt at $4.00 / Load
Prices quoted above do not include any state or local sales and use tax, if any applies for this project.
Prices quoted are for shipments during normal daytime working hours unless other shipping hours are mutually agreed
upon in writing by both parties.
This quote is limited to acceptance within 30 days from the date of this quotation after which time quotation is subject to
review/revision. Please contact Sales prior to placing the order.
Accepted by:
Sales Representative:
Date:
Date:
We appreciate the opportunity to provide you this quote and trust that Vulcan will have the pleasure of serving your needs for this and future
projects.
Prices are FOB your jobsite as stated above. Terms are Net 15 prox. Please note standard terms and conditions apply. (Subject
to credit approval)
Page 2 of 3
GENERAL TERMS AND CONDITIONS
PRICES AND TERMS
Prices are based on the terms and conditions set forth on page 1 of this Quotation, of which these General Terms and Conditions form a part, the terms and conditions stated in Customer’s
Application for Business Credit, and, if applicable, any terms and conditions relating to the delivery or shipment of materials by truck, barge, vessel, rail or other means which are provided
by Vulcan to Customer in addition to this Quotation (each, a “Vulcan Sales Document”, and collectively, the “Vulcan Sales Documents”). Prices are available only to the customer
specifically named therein, and are only for the quantities mentioned in such Quotation or Sales Order plus or minus 10% of such quantities. A charge of 1.5% per month, (18% annum), will
accrue on a daily basis from the date of invoice and will continue to accrue on a daily basis on any unpaid balance, both before and after judgment, until the date the balance is paid in full, or
at the maximum amount permitted by law in which the sale occurred, whichever is less. However, the assessment of a finance charge on invoices paid in full by the payment due date
will be waived. Quotation is offered for furnishing the total aggregate requirements for the project only. Customer’s contract with Vulcan regarding the sale by Vulcan to Customer of the
materials listed in this Quotation is subject to the terms and conditions set forth in the Vulcan Sales Documents. Prices reflect Customer 's acceptance of materials at the quoted plant based
upon gradation analysis performed and reported by Vulcan's certified plant quality control personnel. Any penalties that result from in place sampling shall be the full responsibility of
Customer.
THE TERMS AND CONDITIONS OF THE VULCAN SALES DOCUMENTS GOVERN THE RIGHTS AND OBLIGATIONS OF THE PARTIES
If Customer has issued a purchase order for the materials quoted by Vulcan in this Quotation, this Quotation is not an acceptance of said purchase order, or any of its terms or conditions ,
which are hereby rejected. Any sale by Vulcan to Customer of the materials listed in this Quotation shall be subject to the terms and conditions set forth in the Vulcan Sales Documents, and
Customer’s receipt or acceptance of said materials shall constitute acceptance of the offer that this Quotation constitutes. Any terms or conditions of a subsequent purchase order issued by
Customer that are inconsistent with the terms and conditions of the Vulcan Sales Documents shall be null and void .
SHIPMENT AND DELIVERY
Unless a "delivered" price is quoted by Vulcan in the Vulcan Sales Documents, all prices are F.O.B. point of shipment from the locations designated. All taxes applicable to the sale or
delivery of materials that are not paid directly by Customer will be added to the sales price, invoiced to and paid by Customer, unless Customer provides Vulcan with satisfactory evidence of
exemption from same. Shipment will be in accordance with Customer’s reasonable instructions or, if none, then by whatever means Vulcan shall deem practicable. The quantities of material
delivered to Customer shall be conclusively presumed to be the quantities shown on the tickets produced from a certified weigh scale at Vulcan’s quarry or sales yard .
CREDIT AND DEFAULT
Vulcan shall have no obligation to ship or deliver except upon its determination prior to each shipment or delivery that Customer is worthy of the credit to be extended and is not in default
upon any obligation to Vulcan. Upon default, Customer agrees to pay all of Vulcan’s collection expenses, including attorneys’ fees.
INSURANCE
A Memorandum of Insurance containing current information regarding Vulcan’s insurance program is available at
<https://marshdigital.marsh.com/marshconnect/viewMOI.action?clientId=632529479>.
EXCULPATORY PROVISIONS
Vulcan shall have no liability for delay or failure to make shipments, or delivery, as a result of strikes, labor problems, severe weather conditions, casualty, mechanical breakdown or other
conditions beyond Vulcan’s reasonable control. In no event shall Vulcan be liable for any incidental or consequential damages. Vulcan’s liability and Customer’s exclusive remedy for any
cause of action arising out of the provision of material quoted herein shall be the replacement of, or payment of the purchase price for, the materials which are the subject of this Quotation.
CHANGE OF TERMS
Vulcan may change the price and/or quantity upon 30 days’ notice to Customer. Vulcan shall also have right to change, modify or amend any other terms and conditions upon written notice
of such change to customer. The effect of the change shall be as stated in the written notice and accepted by Customer upon placing of orders with seller following receipt of such notice . .
APPLICABLE LAW
All orders are subject to acceptance by Vulcan at the headquarters of its Mountain West Division in Phoenix, Arizona, and the laws of the state in which the materials was shipped from shall
apply to the sale of all materials subject hereto. In the event material is imported into the U .S., the law in the state in which the material was sold to the customer will prevail. All disputes
regarding finance charges shall be governed by Alabama law.
LIMITED WARRANTY AND WARRANTY DISCLAIMER
Vulcan warrants for a period of one (1) year from date of delivery only that the material sold hereunder substantially complies with Vulcan’s specifications for said material or the
specifications set forth in Vulcan’s quotation. VULCAN HEREBY EXCLUDES ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PURPOSE, AND
ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, OF THE MATERIAL SOLD HEREUNDER, OTHER THAN THE EXPRESS WARRANTY STATED ABOVE. In
addition, except to the extent otherwise set forth in the specifications described above, Vulcan makes no warranty whatsoever with respect to specific gravity,
absorption, whether the
material is innocuous, non-deleterious, or non-reactive, or whether the material is in conformance with any plans, other specifications, regulations, ordinances, statutes, or other standards
applicable to Customer’s job or to said material as used by Customer. VULCAN SHALL IN NO EVENT BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL
DAMAGE CAUSED BY NON-COMPLIANCE OF THE MATERIAL WITH SPECIFICATIONS, OR FOR ANY DEFECTS IN THE MATERIAL SOLD HEREUNDER.
Page 3 of 3